## Planning Commission Meeting Agenda April 29, 2026, 7:00 PM Edina City Hall, Council Chambers, 4801 W. 50th St. Participate in the meeting: Watch the meeting on cable TV or YouTube.com/EdinaTV. Provide feedback during Community Comment by calling 312-535-8110. Enter access code 2863 729 2903. Password is 5454. Press *3 on your telephone keypad when you would like to get in the queue to speak. A staff member will unmute you when it is your turn to speak. ## Accessibility Support: The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing amplification, an interpreter, large-print documents or something else, please call 952-927-8861 at least 72 hours in advance of the meeting. 1. Call to Order ## 2. Roll Call ## 3. Approval of Meeting Agenda ## 4. Approval of Meeting Minutes ## 4.1. April 15, 2026, Planning Commission Minutes ## 5. Community Comment During "Community Comment," the Board/Commission will invite residents to share issues or concerns that are not scheduled for a future public hearing. Items that are on tonight's agenda may not be addressed during Community Comment. Individuals must limit their comments to three minutes. The Chair may limit the number of speakers on the same issue in the interest of time and topic. Individuals should not expect the Chair or Board/Commission Members to respond to their comments tonight. Instead, the Board/Commission might refer the matter to staff for consideration at a future meeting. ## 6. Public Hearing During "Public Hearings," the Commission chair will ask for public testimony after staff and/or applicants make their presentations. The following guidelines are in place to ensure an efficient, fair, and respectful hearing; limit your testimony to three minutes and to the matter under consideration; the Chair may modify times, as deemed necessary; avoid repeating remarks or points of view made by previous speakers. The use of signs, clapping, cheering or booing or any other form of verbal or nonverbal communication is not allowed. 6.1. Ordinance Amendment to Parking Requirements at 50th & France Page 1 of 134 6.2. Comprehensive Plan Amendment, Site Plan and Variances – 6016 Vernon (EV Charging ## Station) 7. Reports/Recommendations ## 8. Chair and Member Comments ## 9. Staff Comments 10. Adjournment Page 2 of 134 ## Draft Minutes☒ ## Approved Minutes☐ Approved Date: ___, 2026 Page 1 of 3 ## Minutes ## City Of Edina, Minnesota ## Planning Commission ## Edina City Hall Council Chambers April 15, 2026 ## I. Call To Order Chair Alkire called the meeting to order at 7:00 p.m. ## II. Roll Call Answering the roll call were: Commissioners Bennett, Brennan, Daye, Felt, Hahneman, Nelson, Padilla, Smith, Just, and Chair Alkire. Staff Present: Cary Teague, Community Development Director, and Miriam Laredo-Fuentes, Administrative Support Specialist. Absent from the roll call: Commissioner Jha. ## III. Approval Of Meeting Agenda Commissioner Padilla moved to approve the April 15, 2026, agenda. Commissioner Nelson seconded the motion. A roll call vote was performed: ## Commissioner Bennett aye ## Commissioner Brennan aye ## Commissioner Daye aye ## Commissioner Felt aye ## Commissioner Hahneman aye ## Commissioner Nelson aye ## Commissioner Padilla aye ## Commissioner Smith aye ## Chair Alkire aye Motion carried. ## IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, February 25, 2026, Regular and March 25, 2026, ## Work Session Commissioner Bennett moved to approve the February 25, 2026, Regular and March 25, 2026, Work Session meeting minutes. Commissioner Smith seconded the motion. A roll call vote was performed: Page 3 of 134 ## Draft Minutes☒ ## Approved Minutes☐ Approved Date: ___, 2026 Page 2 of 3 ## Commissioner Bennett aye ## Commissioner Brennan aye ## Commissioner Daye aye ## Commissioner Felt aye ## Commissioner Hahneman aye ## Commissioner Nelson aye ## Commissioner Padilla aye ## Commissioner Smith aye ## Chair Alkire aye Motion carried. ## V. Community Comment None. ## VI. Reports and Recommendations ## A. Sketch Plan Review – 7600 Parklawn (Senior Housing) Director Teague presented the request for a sketch plan review for 7600 Parklawn. Appearing for the Applicant Mr. Josh Branstad of Greco introduced himself and provided a presentation to the Commission. The Commission asked staff and the applicant questions. The Commission reviewed the sketch plan and offered comments, which can be viewed in the official meeting video. ## B. Sketch Plan Review – 5201 Grandview Lane (4 Townhomes) Director Teague presented the request for a sketch plan review for 5201 Grandview Lane Appearing for the Applicant Ms. Elizabeth (Lisa) McDonough introduced herself, reviewed the building's history, and explained the reason for the change to 4 townhomes. Mr. David Benke, Donnie Homes, introduced himself and provided a presentation to the Commission. The Commission asked the applicant questions. Youth Commissioner Just left the meeting at 8:30 p.m. The Commission reviewed the sketch plan and offered comments, which can be viewed in the official meeting video. ## VII. Chair and Member Comments Page 4 of 134 ## Draft Minutes☒ ## Approved Minutes☐ Approved Date: ___, 2026 Page 3 of 3 Received. Commissioner Felt left the meeting at 9:05 p.m. ## VIII. Staff Comments ## Received ## IX. Adjournment Commissioner Hahneman moved to adjourn the April 15, 2026, Meeting of the Edina Planning Commission at 9:07 p.m. Commissioner Padilla seconded the motion. A roll call vote was performed: ## Commissioner Bennett aye ## Commissioner Brennan aye ## Commissioner Daye aye ## Commissioner Hahneman aye ## Commissioner Nelson aye ## Commissioner Padilla aye ## Commissioner Smith aye ## Chair Alkire aye Motion carried. Page 5 of 134 ## Item Report April 29, 2026 ## Planning Commission ## Item Number: 6.1 Department: Community Development ## Item Activity: Action Prepared By: Addison Lewis, Community Development ## Coordinator Item Title: Ordinance Amendment to Parking Requirements at 50th & France ## Action Requested: Motion to recommend approval of the proposed ordinance. ## Information/Background: Section 36-1312 of the Edina Zoning Ordinance allows commercial properties at 50th & France to rely on the public ramps to satisfy their parking requirement up to a floor area ratio (FAR) of 1.0. FAR means the gross floor area of a building divided by the lot area. Buildings that exceed an FAR of 1.0 must provide additional parking for the square footage exceeding an FAR of 1.0. As a policy, Edina has allowed the commercial properties at 50th & France to rely on the parking ramps to meet their parking requirement up to an FAR of 1.0 since 1978. Since the parking is a resource that is shared by all property owners in the district, this was a way to distribute the available parking in a way that was fair. This practice was formally codified in 2022. In the fall of 2025, a variance from this provision was requested at 5036 France Avenue to allow a restaurant to expand up to an FAR of 1.2 without providing additional parking. The variance was strongly supported by the community and, as a result, the City Council provided feedback to staff to explore amending the parking requirement at 50th & France to allow other property owners in the district the same opportunity. Staff have analyzed the parking data for the three ramps and the potential for redevelopment in the district and are proposing an amendment to Section 36-1312 to increase the amount of FAR allowed before additional parking is required from 1.0 to 1.25. The ramps at 50th & France are equipped with technology to count the number of vehicles entering and leaving the ramp. The technology is not perfect but provides an estimate of the utilization of the ramps on any given day and at what time the peak demand occurred. Between the North Ramp, Center Ramp, and South Ramp, there are 1069 parking stalls. Staff analyzed the parking utilization data from March 2023 to March 2026 and found that on an average day, after subtracting the number of spaces occupied at peak demand, there are still about 388 stalls available on an average day. ## 50th & France Parking Ramp Occupancy Based on the City's parking counter technology from 3/1/2023 to 2/28/2026 ## Ramp ## Total Stalls ## Available ## Average Peak ## Occupancy ## Average Peak Occupancy % ## Average Stalls ## Available at Peak ## Occupancy Page 6 of 134 North 547 298.3 54.5% 248.7 Center 114 103.6 90.9% 10.4 South 408 279.4 68.5% 128.6 ## TOTAL 1,069 681.3 63.7% 387.7 When the parking variance at 5036 France Avenue was being considered, staff analyzed the parking availability specifically for Friday and Saturday evening since that was assumed to be the peak time for the restaurant. That analysis found that there should be at least 327 spaces available on an average Friday or Saturday evening. For retail uses, the code requires 1 stall per 250 square feet, with a 10% reduction for areas served by regular transit. If we assume this ratio, then the district could accommodate approximately 108,000 additional square feet of retail on an average day based on 388 stalls available. When the FAR restriction was put into place back in 1978, a ratio of 1 stall per 312.5 square feet of commercial (3.2 spaces / 1,000 sf) was used to account for the mixed-use nature of the district given that the variety of uses will have differing peak times. Using this ratio, the district could accommodate approximately 121,250 additional square feet of commercial. Given the improvements in transit to the area since 1978 and the emergence of e-bikes and ride-hailing services, even this ratio may be conservative. Staff have analyzed the potential for redevelopment in the district. Attached to this report is a table that shows the existing properties in the district, including their existing FAR and how much square footage each could add to get to an FAR of 1.0, 1.25 and 1.5. If every property in the district added commercial square footage up to an FAR of 1.25, this would equate to approximately 310,472 additional square feet, which is more than can be accommodated by the existing parking capacity; however, there are several reasons staff feel comfortable with the proposed code change. 1. Most properties are unlikely to expand. Staff identified several parcels that we believe are the most unlikely to redevelop based on existing site conditions and their ability to expand (shaded in gray on the table). After subtracting these sites, the amount of potential additional square footage is reduced to from 310,472 to 222,268. 2. Of the 222,268 square feet, 101,842 square feet is attributed to the US Bank site at 4100 50th St W and 63,581 square feet to the Lunds site at 3945 50th St W. Neither of these sites is likely to add this much commercial square footage without adding additional parking because investors will require proof of adequate parking and tend to be more conservative. The Nolan Mains project added 139 parking stalls to the district when that development occured. In the case of other recent development proposals for the Opus headquarters at 5100 Eden Avenue and the Macy’s furniture redevelopment 7235 France Avenue, both projects proposed more parking than required by code. 3. All properties in the district are not going to redevelop at the same time and redevelopment of any individual property will not use up all the remaining parking capacity. If there is major redevelopment, the City can re-evaluate the amount of available parking and change the code again in the future. ## Supporting Documentation: Page 7 of 134 Documents marked with "Board Portal" do not meet ADA Web Content Accessibility Guidelines (URL) and are not included in the public packet. To request a board portal document, please submit a data request (URL). ## 1. FAR Estimate Table ## 2. 50th & France District Boundary Map Page 8 of 134 ## Ordinance Amendment to Parking Requirements at 50th & France ## The City Council Of Edina Ordains: Section 1. Chapter 36, Article XII. – SUPPLEMENTARY DISTRICT REGULATIONS, DIVISION 3 – PARKING AND CIRCULATION, SUBDIVISION II – PARKING SPACES of the Edina City Code is amended as follows: ## Sec. 36-1312 – Planned Commercial District (2) Planned Commercial District – 2 (PCD-2)(50th and France, area defined in the 50th and France small area plan) Parking for non-residential uses in the 50th and France commercial node may rely on the City Parking Ramps with a floor area ratio up to 1.250 as defined in section 36-10. UsesNon-residential uses exceeding 1.250 must provide additional off-street parking spaces for the square footage above 1.250. Multiresidential uses. At least one fully enclosed parking space for each dwelling unit but no more than 1.5 spaces per dwelling unit. Such parking spaces must be designed for the exclusive use of residents of the dwelling units and their guests. The council may require the provision of exposed parking spaces in addition to the required enclosed spaces as a condition to the issuance of a conditional use permit. Section 2. This ordinance is effective immediately upon passage. Page 9 of 134 50th France - Estimated Floor-Area-Ratio (FAR) ## Address & Building Name ## Property Area (SF) Total Est. ## Gross Floor Area (SF) ## Estimated ## Floor Area Ratio (FAR) ## Additional SF to FAR 1 ## Additional SF to FAR 1.25 ## Additional SF to FAR to 1.5 3945 W 50th St ## Lunds & Byerlys 74,052 28,984 0.39 45,068 63,581 82,094 3939 W 50th St 50th & France Building 16,988 35,717 2.10 - - - 3917-25 W 50th St ## 50th Street Plaza 17,424 32,900 1.89 - - - 3909-11-15 W 50th St ## Edina Theater 13,939 29,182 2.09 - - - 3907 W 50th St ## 5000 France Shops 33,106 20,010 0.60 13,096 21,372 29,649 ## 5030-32-5034 France Ave Salut building 10,890 14,731 1.35 - - 1,604 ## 5036 France Ave Americana building 6,110 7,2521.19 - 386 1,913 ## 5050 France Ave ## BMO Harris 27,007 17,330 0.64 9,677 16,429 23,180 3943 W 50th St Edina Liquor5,227 7,7151.48 - - 126 ## 3909 Market St ## Spalon Montage 10,019 10,130 1.01 - 2,394 4,899 ## 4924 France Ave ## Office 2,178 2,0740.95 104 649 1,193 ## 4936 France Ave ## Fashion Avenue 3,485 4,3921.26 - - 835 ## 4928-30 France Ave ## Grethen House 3,485 4,1101.18 - 246 1,117 ## 4940-42-44-46 France Ave Pacifier building 4,356 5,8671.35 - - 667 3902 W 50th St and 4948-4950 France ## Ave Paper Source building 5,663 10,255 1.81 - - - ## 3925-45 Market S ## Nolan Mains retail 65,340 27,000 0.41 38,340 54,675 71,010 3906 - 3916 W 50th Street ## Evereve/ Lululemon building 16,553 28,324 1.71 - - - 3922 W 50th St ## Carillion Building 7,841 12,663 1.62 - - - 3924-26 W 50th St ## At Home / Sente Beauty building 10,019 11,664 1.16 - 860 3,364 ## 3930-3948 W 50th Street D'Amicos building and Edina 5-0 Mall 40,075 72,239 1.80 - - - 4100 W. 50th St ## US Bank / LFHI offices 115,870 42,995 0.37 72,875 101,842 130,810 ## 3948 Market St ## US Post Office 18,295 6,9140.38 11,381 15,955 20,529 ## 3942-44 Market St ## The Grind Fitness 5,261 4,7350.90 526 1,841 3,157 ## 3930-32 Market St ## Bellecour & FP Movement 4,936 4,4420.90 494 1,728 2,962 ## 3918-26 Market St ## Bespoke Salon 8,712 4,8970.56 3,815 5,993 8,171 ## 4916 France Ave ## Walgreens 19,166 10,024 0.52 9,142 13,934 18,725 Liquor Store & Lunds parking lot6,87000.00 6,870 8,588 10,305 ## TOTAL545,997456,5440.84 211,389 310,472 416,310 Minus parcels unlikely to increase (shaded in gray) 152,063 222,268 299,102 Parcels shaded in gray are identified by staff as unlikely to increase commercial square footage based on existing site conditions. SF= square feet ## FAR=Floor Area Ratio Printed 4/23/2026Page 1 of 1 Page 10 of 134 50th & France District © WSB & Associates 2013 ## Parcels April 24, 2026 018036090ft 05010025m 1:2,027 Page 11 of 134 ## Item Report April 29, 2026 ## Planning Commission ## Item Number: 6.2 Department: Community Development ## Item Activity: Action Prepared By: Cary Teague, Community Development Director ## Item Title: Comprehensive Plan Amendment, Site Plan and Variances – 6016 Vernon (EV Charging Station) ## Action Requested: Recommend the City Council approve the requests. ## Information/Background: Ionna Rechargery is proposing to remodel the existing Kee’s auto repair shop at 6016 Vernon Avenue into an electric vehicle charging station. An electric vehicle charging station is a permitted use in the PCD-4 zoning district, in which this site is located. The site, however, is guided for medium density residential use in the Comprehensive Plan. The site would feature seven (7) level 3 DC fast chargers. The existing building would be remodeled to be a lounge waiting area with a mini convenience store or vending machines. The convenience store and lounge would be accessible 24 hours a day by a QR code, and open to the public with no QR code from 9 am to 6 pm. Security will be via cameras on site, and they would partner with a security firm to dispatch as necessary and only escalate to police if the situation calls for it. If the need arises, a Phase 2 security plan that will have an onsite security guard, though IONNA does not foresee this being a need. The building and site trash from bins will be collected via a janitorial contract, and the site will be checked daily for cleanliness. To accommodate this request, the following is requested: • A Comprehensive Guide Plan Amendment to re-guide the site from MDR, Medium Density Residential to Neighborhood Node. The site is zoned PCD-4, in which a gas station is a permitted use. A gas station is defined as “a principal building and its accessory structures used for the sale of motor fuels and oils, where automotive accessories and convenience goods may be sold, but where repair and servicing of motor vehicles does not occur; provided, however, that an accessory carwash is permitted.” • Site Plan Review. • Multiple Variances: Drive Aisle/Parking Space Setbacks from 20 to 2 feet, Setback to Residential Property from 50 and 110 feet to 12 and 60 feet, Canopy setbacks from 35 & 25 to 0 and 5 feet, Pump Island Setbacks from 20 to 10 and 0 feet, Patio setback from 20 to 2 feet, Mechanical Equipment Setback from 35 to 13 feet, and Parking Lot Setback from the Building from 10 to 2 and 6 feet. While the proposed use is permitted in the PCD-4 zoning district, because of the Comprehensive Plan Page 12 of 134 Amendment and the Variances needed, the City does have some discretion to approve or deny the request. ## Supporting Documentation: Documents marked with "Board Portal" do not meet ADA Web Content Accessibility Guidelines (URL) and are not included in the public packet. To request a board portal document, please submit a data request (URL). ## 1. Staff Report ## 2. Applicant Narrative ## 3. Applicant's Proposed Plans ## 4. Project Renderings ## 5. Floor Plan and Architectural Plans ## 6. LMC Pyramid of Discretion ## 7. Traffic and Parking Study ## 8. MPCA Clean Up Letter ## 9. Engineering Memo ## 10. Staff PowerPoint Presentation Page 13 of 134 ## Staff Report Date: April 29, 2026 ## To: Planning Commission ## From: Cary Teague, Community Development Director Subject: Comprehensive Plan Amendment, Site Plan and Variances – 6016 Vernon (EV Charging Station) Staff Recommendation: Recommend the City Council approve the request subjects to findings and conditions outlined in this report. ## Information/Background: Ionna Rechargery is proposing to remodel the existing Kee’s auto repair shop at 6016 Vernon Avenue into an electric vehicle charging station. An electric vehicle charging station is a permitted use in the PCD-4 zoning district, in which this site is located. The site, however, is guided for medium density residential use in the Comprehensive Plan. The site would feature seven (7) level 3 DC fast chargers. The existing building would be remodeled to be a lounge waiting area with a mini convenience store or vending machines. The convenience store and lounge would be accessible 24 hours a day by a QR code, and open to the public with no QR code from 9 am to 6 pm. Security will be via cameras on site, and they would partner with a security firm to dispatch as necessary and only escalate to police if the situation calls for it. If the need arises, a Phase 2 security plan that will have an onsite security guard, though IONNA does not foresee this being a need. The building and site trash from bins will be collected by a janitorial contract, and the site will be checked daily for cleanliness. To accommodate this request, the following is requested: ➢ A Comprehensive Guide Plan Amendment to re-guide the site from MDR, Medium Density Residential to Neighborhood Node. The site is zoned PCD-4, in which a gas station is a permitted use. A gas station is defined as “a principal building and its accessory structures used for the sale of motor fuels and oils, where automotive accessories and convenience goods may be sold, but where repair and servicing of motor vehicles does not occur; provided, however, that an accessory carwash is permitted.” ➢ Site Plan Review. ➢ Multiple Variances: Drive Aisle/Parking Space Setbacks from 20 to 2 feet, Setback to Residential Property from 50 and 110 feet to 12 and 60 feet, Canopy setbacks from 35 & 25 to 0 and 5 feet, Pump Island Setbacks from 20 to 10 and 0 feet, Patio setback from 20 to 2 feet, Mechanical Equipment Setback from 35 to 13 feet, and Parking Lot Setback from the Building from 10 to 2 and 6 feet. (See Compliance Table on page 9 of this staff report.) Page 14 of 134 While the proposed use is permitted in the PCD-4 zoning district, because of the Comprehensive Plan Amendment and the Variances needed, the City does have some discretion to approve or deny the request. (See attached pyramid of discretion.) ## Surrounding Land Uses Northerly: Single-family homes; zoned R-1, Single-Dwelling Unit District and guided Low Density Residential. Easterly: Single-family homes; zoned R-1, Single-Dwelling Unit District and guided Low Density Residential. Southerly: Single-family homes; zoned R-1, Single-Dwelling Unit District and guided Low Density Residential. Westerly: Apartments/Condos; zoned PRD-3, Planned Residential District and guided Medium Density Residential. ## Existing Site Features The subject property is 16,373 square feet in size and contains a single-story two-bay auto repair shop, accessory buildings and parking lot. The main building was constructed in 1957, and the site was also used as a gas station until the early 1990’s. In 1992 the gas pumps were removed, and soil pollution remediation was done. The cleanup was satisfactorily done, and no further action was required by the MPCA. (See attached documentation from the MPCA.) ## Planning Guide Plan designation: MDR, Medium Density Residential Zoning: PCD-4, Planned Commercial District – 4 ## Comprehensive Guide Plan Amendment This site is unique in Edina in that it is, and has been zoned PCD-4, Planned Commercial District for the automotive repair use and gas station, however, it is guided in the Comprehensive Plan for Medium Density Residential. The Comprehensive Plan designation has been in place at least since 1980 when that Comprehensive was adopted. Staff assumes that when that Comprehensive Plan land use designation was established to match the existing medium density multi-family housing located to the west. To accommodate the request, a Comprehensive Plan amendment is required to change the future land use designation from Medium Density Residential to NN, Neighborhood Node. This would accommodate a Page 15 of 134 small-scale commercial use. This category is where several of the City’s current gas stations are located. (See attached PowerPoint) Below shows the proposed change: ## Existing Land Use Plan ## Site ## Site ## Proposed Land Use Plan Change ## Existing ## Proposed Page 16 of 134 Comprehensive Plan. The site is guided MDR, Medium Density Residential in the Comprehensive Plan. Below is the land use category and description: ## Categories Description, Land ## Uses ## Development Character and ## Guidelines Density and ## Intensity ## MDR ## Medium-Density ## Residential Applies to attached housing (townhouses, quads, etc.) and multi-family complexes of moderate density. May also include small institutional uses. In new development or redevelopment, improve integration of multi-family housing into an interconnected street network and work to create an attractive, pedestrian-friendly street edge. 5 – 12 residential dwelling units/acre Based on the current designation of medium density residential, a total of 4 units maximum could be developed on the site, due to its small lot size. Over the past couple years, residential developers have looked at the site for potential residential development. None had any interest in pursuing development; that includes the developer that submitted a sketch plan for the 20-unit memory care housing project. ## Categories Description, Land ## Uses ## Development Character and ## Guidelines Density and ## Intensity ## NN ## Neighborhood Node*** Current examples: • 44th & ## France • 70th & ## Cahill • Valley View & ## Wooddale • Lincoln & Londonderry In general, small-to moderate-scale commercial, residential or mixed-use buildings serving primarily the adjacent neighborhood(s). Primary uses encouraged are neighborhood-serving retail and services, offices, studios, institutional and residential. Building footprints generally less than 20,000 sq. ft. (or less for individual storefronts). Parking is less prominent than pedestrian features. Encourage underground parking (for comparatively larger developments), district parking for smaller developments, and open space linkages where feasible; emphasize enhancement of the pedestrian environment. Varies by small area: • Wooddale/Valley View – 12-30 du/acre • 70th & Cahill – 10-50 du/acre • 44th & France – 12- 60 du/acre • Lincoln/Londonderry – 10- 60 du/acre Page 17 of 134 Based on the size of the subject property and the density allowed in the MDR Districts, four (4) units could be constructed on the subject property. However, given the odd shape, small size and restrictive setbacks required with two of three street frontages, variances would be needed redevelop the site with housing. (See attached PowerPoint.) ## Site Plan Review ## Parking Based on the City Code requirement, Section 36-1311, the proposed parking spaces meet City Code. City Code requires 5 stalls for the proposed use. The applicant is proposing 16 stalls total; 14 charging station stalls and 2 general parking stalls. A parking study was conducted by Stantec and concluded that there would be adequate parking. (See attached study.) ## Site Circulation/Access/Traffic Primary access to the proposed development would be off Vernon Avenue, by the two existing access points. Stantec conducted a traffic study. The study concludes that the existing roadways can be supported by the project. (See attached traffic study.) ## Landscaping Based on the perimeter of the site, 17 overstory trees would be required. The proposed plans show 17 overstory trees on site. A full complement of understory shrubs and bushes are also proposed. The applicant is proposing a cedar fence to provide screening the residential area to the north and west. Per Section 36-1457 (4) of the Zoning Ordinance: “Off-street parking facilities containing six or more spaces and all loading facilities shall be screened from streets located within 50 feet, and from lots which are used for any residential purpose which are located within 50 feet. Said distance shall be the shortest distance between the parking facility or loading facility and the nearest part of the street or the nearest lot line of the residential lot.” This site is located within 50 feet of residential uses to the west and north but would be screened. ## Trash Enclosure Trash storage facilities, including recycling storage facilities, shall be screened from all lot lines and public road rights-of-way. As proposed, the trash enclosure would be located in front of the building and would be screened. Page 18 of 134 ## Grading/Drainage/Utilities The city engineer has reviewed the proposed plans and found them to be acceptable subject to the comments and conditions outlined in the attached memo. Any approvals of this project would be subject to review and approval of the Nine Mile Creek Watershed District, as they are the City’s review authority over the grading of the site. ## Mechanical Equipment Any new rooftop and/or ground level equipment would have to be screened if visible from adjacent property lines. Lights would be LED and pointed down and shielded. Dimming of canopy lighting are proposed to match sunrise and sunset times. ## Lighting The applicant has submitted a lighting plan that demonstrates City Code compliance on all lot lines. (See proposed plans.) ## Noise Noise generated from the chargers will be required to meet the City Code (State Statutes). The applicant has stated that the noise will meet the City Code and provided the information below. o Sound levels drop significantly as you move away from the source. The 52 dBA rating is typically measured immediately next to the unit. For every doubling of distance, the sound level drops by approximately 6 decibels. By the time the sound reaches the property line or the nearest sidewalk, it will likely be lower than the existing ambient traffic noise in the area. o The actual sound profile of the entire site will remain well within standard city noise ordinances and will be comparable to the ambient sounds of a quiet suburban street. Page 19 of 134 ## Gas Station Regulations Per Section 36-618 (15) of the Edina City Code, the following is required for Gas Stations: (15) Automobile service centers and gas station standards. a. Minimum lot area: 1. For an automobile service center, 20,000 square feet, plus 5,000 square feet for each service bay in excess of three. 2. For a gas station, 15,000 square feet. b. Maximum lot area: 60,000 square feet. c. Hydraulic hoists, pits, lubrication, washing, repairing and diagnostic equipment shall be used and stored within a building. d. Interior curbs of not less than six inches in height shall be constructed to separate driving surfaces from sidewalks, landscaped areas and streets. e. No automobile service station on a lot adjoining a lot in a residential district shall be operated between the hours of 11:00 p.m. and 6:00 a.m. f. All driving surfaces shall be constructed and maintained in the same manner as prescribed for parking lots by this chapter. g. No merchandise shall be displayed for sale outside a building, except in that area within four feet of the building or within pump islands used for dispensing motor fuels. h. No motor vehicles, except those owned by the operators and employees of the principal use, and vehicles awaiting service, shall be parked on the lot occupied by the principal use. Vehicles being serviced may be parked for a maximum of 48 hours. i. Body work and painting is prohibited. j. No buildings, driveway surfaces, parking areas or other improvements shall be located within 110 feet of any portion of a lot in a residential district which is used for residential purposes if separated from the lot by a street, or within 50 feet, if not so separated by a street. k. Pump islands shall maintain a front and side street setback of at least 20 feet and an interior side yard and rear yard setback of at least 25 feet. l. Notwithstanding the requirements of article XII, division 3 of this chapter, driveways and drive aisles need only provide a setback of not more than five feet from all lot lines, subject to the requirements of subsection (15)j of this section. Page 20 of 134 ## Signage There were no signage variances requested. Below are the Code requirements for signage in the PCD- ## 4 Zoning District: PCD-4 20% of wall area 20-foot setback to a street Number of Signs – One per building per frontage 80 square feet for first sign, 50 square feet for each additional sign 20 feet tall All signage for the site should meet City Code requirements. The wall sign shown and sign above the canopies on the images do not meet City Code requirements. ## Living Streets/Multi-Modal Consideration Sec. 36-1274. - Sidewalks, trails and bicycle facilities. (a) In order to promote and provide safe and effective sidewalks and trails in the City and encourage the use of bicycles for recreation and transportation, the following improvements are required, as a condition of approval, on developments requiring the approval of a final development plan or the issuance of a conditional use permit pursuant to article V of this chapter: (1) It is the policy of the City to require the construction of sidewalks and trails wherever feasible so as to encourage pedestrian and bicycle connectivity throughout the City. Therefore, developments shall provide sidewalks and trails which adjoin the applicant's property: a. In locations shown on the City's sidewalk and trail plan; and b. In other locations where the council finds that the provision of such sidewalks and trails enhance public access to mass transit facilities or connections to other existing or planned sidewalks, trails or public facilities. (2) Developments shall provide sidewalks between building entrances and sidewalks or trails which exist or which will be constructed pursuant to this section. (3) Developments shall provide direct sidewalk and trail connections with adjoining properties where appropriate. (4) Developments must provide direct sidewalk and trail connections to transit stations or transit stops adjoining the property. (5) Design standards for sidewalks and trails shall be prescribed by the engineer. (6) Nonresidential developments having an off-street automobile parking requirement of 20 or more spaces must provide off-street bicycle parking spaces where bicycles may be parked and secured from theft by their owners. The minimum number of bicycle parking spaces required shall be five percent of the automobile parking space requirement. The design and placement of bicycle parking spaces and bicycle racks used to secure bicycles shall be subject to the approval of the city engineer. Whenever possible, bicycle parking spaces shall be located within 50 feet of a public entrance to a principal building. (b) The expense of the improvements set forth in subsection (a) of this section shall be borne by the applicant. Page 21 of 134 The City’s Comprehensive Plan identifies a new sidewalk on the north side of Vernon Avenue between Blake Road/Olinger Boulevard to Olinger Road/Highwood Drive. Therefore, a boulevard-style sidewalk should be installed on the site, should this proposal be approved per the attached engineering memo. ## Compliance Table ## City Standard (PCD-4) ## Proposed Setbacks (Structure) Front (Vernon) ## Front (EP Road) Side (West) Setbacks (Canopy) Front (Vernon) ## Front (EP Road) Side (West) ## Setbacks (Pump Islands) Front (Vernon) ## Front (EP Road) Side (West) Setbacks (Parking lot) Drive aisle (Vernon) Drive aisle (EP Road) Side (West) ## Setback from Residential Use From adjacent property From property separated by a street 35 feet 25 feet 25 feet 35 feet 25 feet 25 feet 20 feet 20 feet 25 feet 20 feet 20 feet 10 feet 50 feet 110 feet 25 feet (existing) 20 feet (existing) 25 feet (existing) 0 feet* 10 feet* 40+ feet 0 feet* 10 feet* 50+ feet 0 feet* 10 feet* 12 feet 12 feet* 60 feet* Parking Setback from Building 10 feet 6 & 8 feet* Maximum Lot Size 60,000 s.f. 16,373 s.f. Minimum Lot Size 15,000 s.f. 16,373 s.f. Parking Stalls 1 space per employee plus 1 space per 300 square feet 5 stalls required 16 stalls ## FAR 30% 8% *Variance Required Page 22 of 134 ## PRIMARY ISSUES/STAFF RECOMMENDATION ## Primary Issues For this project, the City of Edina has discretion to approve or deny this request. A case can be made for both approval and denial of this project. Findings for both approval and denial of this project are provided for the Planning Commission and City Council to consider. (See pages 13-15 of this report.) As outlined below, staff is recommending approval of this proposal, primarily due to the fact that the site is currently zoned for auto oriented uses (PCD-4) like the gas station and auto repair station that have existed on the site for 50+ years. ## Primary Issues • Is the Comprehensive Plan Amendment reasonable? Yes. The Comprehensive Plan Amendment is reasonable for the following reasons: 1. The subject property has been used a commercial site with proper zoning for over 50 years. The proposed amendment is reasonable given the consistency in use from an auto-repair and former gas station to an electric vehicle charging station. The Comprehensive Plan Amendment would be consistent with the existing commercial zoning on the site. 2. The existing zoning is PCD-4, which allows automobile service centers, gas stations and car washes. The Metropolitan Council requires cities to have their land use plan within the Comprehensive Plan, consistent with their zoning designations. 3. The proposed NN, Neighborhood Node, would accommodate a small-scale commercial use. This category is where several of the City’s current gas stations are located. 4. The proposed use would be supported by the existing roads. The number of vehicular trips to the site would have minimal impact on the existing roads. (See page 7-1 of the traffic study.) • Are the proposed Variances justified? Yes. Subject to approval of the Comprehensive Plan Amendment, staff believes that the Variances requested with this project are reasonable and meet the variance criteria as outlined below. ➢ The existing use on the property has been commercial for over 50 years. ➢ The closest adjacent structure would be 105+/- feet away and would be screened by fencing and landscaping. Page 23 of 134 ➢ The practical difficulties include the existing small lot size, irregular shape of the lot and street frontages on two of the three sides. ➢ It would be difficult to build anything on this site without variances, due to the small size and shape of the lot. (See attached buildable area.) ➢ The proposed cedar fence and landscaping along the west and north lot lines would minimize impact on the adjacent residential use to the north and west. ➢ The proposal would be an improvement over existing conditions and use of the site. Minnesota Statutes and Section 36-98 of the Edina Zoning Ordinance require that a variance shall not be granted unless the following findings are made: 1. The variances would be in harmony with the general purposes and intent of the ordinance. Ariticle 1. – In General; Section 36-1 – Findings state “Through the enactment of the ordinance from which this chapter is derived, the council intends to implement this statement of philosophy so as to provide for the orderly and planned development and redevelopment of lands and waters in the city, to maintain an attractive living and working environment in the city, to preserve and enhance the high quality residential character of the city and to promote the public health, safety and general welfare.” Section. 36-2 Objectives of the Zoning Ordinance includes: ➢ Control the use, development and expansion of certain nonresidential uses in the Single Dwelling Unit District in order to reduce or eliminate undesirable impacts of such nonresidential uses. ➢ Encourage orderly development, use and maintenance of office, commercial and industrial uses which are compatible with the residential character of the city. ➢ Recognize and distinguish commercial districts at the neighborhood level, the community level and the regional level, so as to provide retail establishments compatible in use and scale with surrounding properties, especially those used for residential purposes. ➢ Establish standards for landscaping and screening to contribute to the beauty of the community, add to the urban forest and buffer incompatible uses from one another. By adding conditions to minimize impacts on adjacent property, such as landscaping, screening, limiting hours of operation the intent of the ordinances could be met. 2. The variance would be consistent with the Comprehensive Plan. Subject to approval of the Comprehensive Plan amendment, the proposal would be consistent with the Comprehensive Plan. Below is the land use categories and description. Page 24 of 134 ## Categories Description, Land ## Uses ## Development Character and ## Guidelines Density and ## Intensity ## NN ## Neighborhood Node*** Current examples: • 44th & ## France • 70th & ## Cahill • Valley View & ## Wooddale • Lincoln & Londonderry In general, small-to moderate-scale commercial, residential or mixed-use buildings serving primarily the adjacent neighborhood(s). Primary uses encouraged are neighborhood-serving retail and services, offices, studios, institutional and residential. ## Within Lincoln & Londonderry, limited industrial is also a primary use. Building footprints generally less than 20,000 sq. ft. (or less for individual storefronts). Parking is less prominent than pedestrian features. Encourage underground parking (for comparatively larger developments), district parking for smaller developments, and open space linkages where feasible; emphasize enhancement of the pedestrian environment. Varies by small area: • Wooddale/Valley View – 12-30 du/acre • 70th & Cahill – 10-50 du/acre • 44th & France – 12- 60 du/acre • Lincoln/Londonderry – 10- 60 du/acre 30%/70% residential/commercial mixed-use 3. There are practical difficulties in complying with the ordinance. The term “practical difficulties” means the following: i. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Ordinance. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. These variances are reasonable given the existing small size of the site, the triangular shape of the site, and two lot frontages. The proposal utilizes the existing building and updates the existing parking lot. The use would be reasonably screened by landscaping and fencing and located 105 feet to the building to the west. The previous use of this site was auto repair and a gas station. The proposed use is generally consistent with those uses. The mechanical equipment would be well screened and located away from the single-family homes to the north. ii. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Page 25 of 134 Yes. The unique circumstances including the small lot size, location of existing building, unique shape, existing zoning being commercial (PCD-4) and the Comprehensive Plan designation of multi-family residential are not created by the landowner. iii. The variance, if granted, will not alter the essential character of the locality. The variances would not alter the essential character of the locality. The existing use has been automobile repair with outside storage. The remodeling of the building, upgrading of the parking lot, added landscaping and fencing would improve the look of the site, which would remain commercial. Options for consideration For this project, the Planning Commission and City Council have discretion to approve or deny the request. A case can be made for both approval and denial of this project. The following outlines alternatives for the Planning Commission to consider. ## Denial ## Comprehensive Plan Recommend the City Council deny the Comprehensive Plan Amendment to re-guide the site from MDR, Medium Density Residential to NC, Neighborhood Commercial. Denial is based on the following findings: 1. The subject property is too small to accommodate the proposed uses. The EV charging stations and related mechanical equipment, given the number of variances being requested, would be an overly intensive use for the site. 2. The proposed use and site plan to accommodate the use is not compatible with the adjacent residential land uses. The variances proposed are significant. 3. The site is currently guided for Medium Density Residential land uses. ## Site Plan with Variances Recommend the City Council Deny the Site Plan Review and Variances. Denial is based on the following findings: 1. The Variance criteria have not been met. There are no practical difficulties that prohibit reasonable use of the property. Page 26 of 134 2. The practical difficulty is caused by the applicant’s desire for an expanded parking field for the EV charging stations and mechanical equipment that does not fit properly on the site to minimize impacts on adjacent properties. ## Approval ## Comprehensive Plan Recommend the City Council approve the Comprehensive Plan Amendment to re-guide the site from MDR, Medium Density Residential to NN, Neighborhood Node. Approval is based on the following findings: 1. The proposed use and site plan to accommodate the use is consistent with the previous land uses on this site. The existing building would be used rather than tearing it down and replacing it. The proposal would be an improvement to the site compared to current conditions. 2. The subject property has been used a commercial site with proper zoning for over 50 years. The proposed amendment is reasonable given the change in use from an auto-repair and former gas station to an EV charging station and convenience store. The Comprehensive Plan Amendment would then be consistent with the existing commercial zoning on the site. 3. The proposed amendment would allow a re-development of a commercial property that would be an amenity serving the area. A convenience store and lounge could be a small-scale community gathering space for this neighborhood. 4. With the requirement of a fence located along the west and north lot lines and the landscaping proposed, the project would be screened from adjacent residential land uses to minimize impacts. ## Site Plan with Variances Recommend the City Council Approve the Site Plan Review and Variances. Approval is based on the following findings: 1. The proposed variances are reasonable given the practical difficulties associated with the site including the triangular shape of the site, street frontage on two sides, and the lots small size. 2. The project would include a restoration of the existing building; the expansion area would the west, where the nearest building would be 105+/- feet away. Page 27 of 134 3. The proposed cedar fence along the west and north lot lines would minimize impact on the adjacent residential use to the north and west. 4. The proposal would be an improvement over existing conditions and use of the site. Approval is subject to the following Conditions: 1. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. The property owner is responsible for replacing any required landscaping that dies after the project is built. 2. Compliance with all the conditions outlined in the city engineer’s memo dated April 22, 2026. 3. Variances are subject to approval of the Comprehensive Plan Amendment, Site Plan approval by City Council. 4. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 5. A cedar fence must be installed and maintained along the west and north lot line as proposed to provide screening from adjacent properties. 6. A boulevard-style sidewalk must be constructed along Vernon Avenue. Sidewalk must be 6 feet minimum width with a 5-foot minimum width boulevard. 7. Noise levels from the site shall not exceed City Code (State Statutes). ## Staff Recommendation Staff recommends approval of the Comprehensive Plan Amendment, Site Plan and Variances subject to the findings above. Deadline for a City decision: June 16, 2026 Page 28 of 134 ## 4022 Stirrup Creek Drive, Suite 315, Durham, NC 27703 This project proposes to establish a new IONNA Rechargery located at 6016 VERNON AVE, Edina, MN. This installation will feature seven (7) Level 3 DC fast-charging stations with mini canopies, providing essential charging infrastructure for the growing electric vehicle community in Minnesota. IONNA, a joint venture established by leading automotive manufacturers including BMW, General Motors, Honda, Hyundai, Kia, Mercedes-Benz, Stellantis, and Toyota, is creating North America's premier charging network. This location will serve as a crucial link in IONNA’s expanding charging infrastructure, supporting both local EV drivers and travelers along the Interstate 5 corridor. The proposed installation will feature high-powered charging capabilities compatible with both North American Charging Standard (NACS) and Combined Charging System (CCS) connectors, ensuring accessibility for all electric vehicle makes and models. Along with an amenity building that will provide a lounge, restrooms, and a small, unmanned convenience store powered by Amazon’s “Just Walk Out” technology. The unmanned convenience store will be accessible via QR code 24/7 to the public via access through the lounge. Our lounge will also be 24/7, and open to the public with no QR code from the hours of 9AM – 6PM. Security will be via cameras on site, and we will partner with a security firm to dispatch as necessary and only escalate to police if the situation calls for it. If the need arises, we have a Phase 2 security plan that will have an onsite security guard, though IONNA does not foresee this being a need. The building and site trash from bins will be collected via a janitorial contract, and the site will be checked daily for cleanliness. This Rechargery represents an investment in Edina’s future by providing essential EV charging infrastructure to the area. The location's proximity to major thoroughfares makes it an ideal spot for drivers and local businesses, bringing an untapped market to the City. The project will adhere to all required safety standards and will be designed to minimize impact on existing infrastructure while maximizing accessibility for EV drivers. Page 29 of 134 ## VERNON AVENUE SOUTH ## (80' WIDTH RIGHT-OF-WAY) ## EDEN PRAIRIE ## ROAD ## (60' WIDTH RIGHT-OF-WAY) ## OLINGER ROAD ## (60' WIDTH RIGHT-OF-WAY) ## HIGHWOOD DRIVE ## (60' WIDTH RIGHT-OF-WAY) ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BY ## SCALE ## DESIGNED BY ## DRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA, MN 55436 ## SITE NO.: MN-0008 EDINA, MN ## KAR ## KAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S. , ## EDINA , ## MN ## , AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE ( 3/11/2026 ## ). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225 , ## EDEN PRAIRIE, MN 55344 ## Main: (612) 315-1272 | www.kimley-horn.com © 2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5 6 7 8 No. ## BYDATE ## ISSUE BLOCK ## ENGINEERS O) RE&ORD ## &ONTRA&TOR NOTE ## =ONING IN)OR0ATION ## )LOOD HA=ARD AREA NOTE ## %EN&H0AR. %ASIS O) %EARING ## APPLI&A%LE &ODES ## IONNA SITE NU0%ER ## 0N ## INSTALLATION OF ELECTRIC VEHICLE CHARGING INFRASTRUCTURE ## MN-0008 EDINA, MN ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## PROPERTY SURVEY / EXISTING CONDITIONS, SEE SHEET ## C1.0 - ALTA SURVEY (BY OTHERS) ## EV SITE ADDRESS: ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## PROPERTY OWNER: ## SPECIAL X PROPERITES ## CONTACT: ## CHRIS DAVIS ## PHONE: (612) 791-8033 ## EMAIL: ## CHRISDAVIS@EDINREALTY.COM ## DRAWING INDE; ## COUNTY: ## HENNEPINLATITUDE (NAD83):N44.900522°LONGITUDE (NAD83): ## W93.37703° ## PERMITTING JURISDICTION: ## EDINA ## ZONING CLASS: ## PCD-4 ## CURRENT USE; ## COMMERCIAL ## PROPOSED USE: ## PUBLIC DC FAST CHARGING AND PARKING ## ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: · ## MINNESOTA BUILDING CODE 2020 · ## MINNESOTA ELECTRICAL CODE 2023 · ## MINNESOTA MECHANICAL CODE 2020 · ## MINNESOTA PLUMBING CODE 2020 · ## MINNESOTA FIRE CODE 2020 · ## MINNESOTA COMMERCIAL ENERGY CODE 2024 ## NOTE: ## IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL. ## BENCHMARK: ## 925.75' (NAVD 88) ## NOT TO SCALE · ## CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND THE SEALED SET OF ## DRAWINGS. ANY NECESSARY DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED ## THROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FOR AN APPROVAL PRIOR TO ## CONTRACTOR PROCEEDING WITH A DEVIATION OF THE SIGNED AND SEALED SET OF ## DRAWINGS. · ## CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND CONDITIONS ON ## THE JOB SITE THEN IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY ## DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. ## ASSESSOR PARCEL NUMBER (APN): 32-117-21-23-0027 ## CIVIL ENGINEER: ## KIMLEY-HORN & ASSOCIATES, INC. ## CONTACT: ## MATTHEW DUENWALD, P.E. ## PHONE: (972) 770-3034 ## EMAIL: ## MATT.DUENWALD@KIMLEY-HORN.COM ## ELECTRICAL ENGINEER:KIMLEY-HORN & ASSOCIATES, INC. ## CONTACT: ## FORREST TURNER, P.E. ## PHONE: (503) 420-0645 ## EMAIL: ## FORREST.TURNER@KIMLEY-HORN.COM ## PROGRAM MANAGER:KIMLEY-HORN & ASSOCIATES, INC. ## CONTACT: ## JESS CAIN. P.E. ## PHONE: (984) 358-6005 ## EMAIL: ## JESS.CAIN@KIMLEY-HORN.COM ## SITE IN)OR0ATION ## AERIAL 0AP ## PRO-E&T DES&RIPTION ## )OR RE)EREN&E ONL< DRAWINGS Know what's below. before you dig. ## Call ## R ## &AUTION ## CONTRACTOR IS TO VERIFY PRESENCE ## AND EXACT LOCATION OF ALL UTILITIES ## PRIOR TO CONSTRUCTION. ## BASIS OF BEARING: ## THE VERTICAL DATUM FOR THIS PROJECT SHALL BE THE ## NORTH AMERICAN VERTICAL DATUM ## OF 1988 (NAVD-88) ## AND THE HORIZONTAL DATUM SHALL BE THE ## NORTH AMERICAN DATUM OF ## 1983 (NAD-83) ## IN THE STATE PLANE OF ## MN ## STATE PLANE, ZONE ## SOUTH ## , US FOOT. ## NORTH ## THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE ## X ## , AN AREA DETERMINED TO BE 0.2% ## ANNUAL CHANCE FLOOD; ZONE A, & ZONE AE, AN AREA DETERMINED TO BE 1% ANNUAL ## CHANCE FLOOD ## , AS GRAPHICALLY SHOWN ON FIRM MAP COMMUNITY PANEL NUMBER ## 27053C0344F ## , EFFECTIVE DATE 11/04/2016 . ## THIS PLAN IS DEVELOPED WITH THE INTENT TO PROVIDE PUBLIC ELECTRIC VEHICLE (EV) ## CHARGING STATIONS AND AN ELEVATED LIT CANOPY AT THIS LOCATION. THE EXTENT OF ## DESIGN WITHIN THIS CONSTRUCTION DOCUMENT INCLUDES THE EV CHARGING STATIONS ## AND THEIR ACCOMPANYING CIVIL AND ELECTRICAL INFRASTRUCTURE. · ## DEMOLITION OF EXISTING SURFACES FOR THE INSTALLATION OF EV CHARGERS ## AND LIT CANOPIES. · ## GRADING OF SURFACES ASSOCIATED WITH EVSE TO COMPLY WITH ADA ## REQUIREMENTS. · ## INSTALL ( 1 ## ) UTILITY TRANSFORMER TO BE COORDINATED WITH ## LOCAL UTILITY ## COMPANY . · ## INSTALL ( 1 ## ) SWITCHBOARD ASSEMBLY. · ## INSTALL ( 7 ) ## 400KW ALPITRONIC HYC400 ## EV CHARGERS. · ## INSTALL ( 13 ## ) EV SIGN POSTS. · ## INSTALL ( 1 ## ) ACCESSIBLE EV SIGN POSTS. ## SITE ## I0AGE RE)EREN&EAERIAL IMAGERY PROVIDED BY ## NEARMAP US, INC. © 2026 ## NEARMAP, HERE. ## SURVEYOR: ## WESTWOOD ## CONTACT: ## MATHEW J. WELINSKI, PLS ## PHONE: (320) 253-9495 ## EMAIL: ## MATT.WELINSKI@WESTWOODPS.COM ## POWER COMPANY: ## XCEL ENERGY ## CONTACT: ## KIERAN SCHWARTZ ## PHONE: (612) 494-4271 ## EMAIL: ## KIERAN.E.SCHWARTZ@XCELENERGY.COM ## G0.0 ## COVER SHEET ## Sheet List Table ## Sheet Number ## Sheet Title ## G0.0 ## COVER SHEET ## G1.0 ## GENERAL NOTES I ## G1.1 ## GENERAL NOTES II ## G2.0 ## CHARGER SPEC SHEETS ## C1.0 ## ALTA SURVEY (BY OTHERS) ## C2.0 ## SITE PLAN ## C2.1 ## ENLARGED SITE PLAN ## C2.2 ## FF&E PLAN ## C2.3 ## FINISH PLAN ## C3.0 ## DEMOLITION PLAN ## C4.0 ## GRADING PLAN ## C5.0 ## E&S DETAILS ## C6.0 ## CIVIL DETAILS ## C6.1 ## CIVIL DETAILS ## C6.2 ## CIVIL DETAILS ## C6.3 ## CIVIL DETAILS ## L1.0 ## LANDSCAPE PLAN ## L2.0 ## LANDSCAPE DETAILS ## E1.0 ## ELECTRICAL NOTES ## E2.0 ## SINGLE LINE DIAGRAM ## E3.0 ## ELECTRICAL DETAILS ## E3.1 ## ELECTRICAL DETAILS ## E4.0 ## PHOTOMETRIC PLAN ## E4.1 ## PHOTOMETRIC DETAILS ## E4.2 ## PHOTOMETRIC DETAILS II ## S1.0 ## CANOPY DETAILS ## S1.1 ## CANOPY DETAILS ## S1.2 ## CANOPY DETAILS Page 30 of 134 ## GENERAL SITE WOR. NOTES ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## PART 1 - GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. ## 1.REFERENCES: A.MNDOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). ## B.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). ## C.OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). ## 2.INSPECTION AND TESTING: A.GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES (BACKFILL, CONCRETE POUR, ETC). ## 3.SITE MAINTENANCE AND PROTECTION: A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE CONTRACT. B.AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE ## WORK. ## C.KEEP SITE FREE OF ALL PONDING WATER. D.PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY AND EPA REQUIREMENTS. E.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON ## COMPLETION OF THE WORK. F.EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY ## SERVICES HAVE BEEN PROVIDED. G.PROVIDE A MINIMUM 48-HOUR (CONTRACTOR SHALL CONFIRM TIMELINE WITH REPUBLIC SERVICES) NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. H.SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED ## LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED. ## PART 2 - PRODUCTS 1.SUITABLE MATERIAL – SUITABLE MATERIAL ARE USED FOR GRADING AND BACKFILL. SUITABLE MATERIALS ARE ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL, ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZE GREATER THAN 3-INCH. SUITABLE SOILS HAVE MOISTURE CONTENTS THAT ALLOW THEM TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS. 2.UNSUITABLE MATERIAL – SOILS THAT ARE FROZEN, CONTAIN ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZES GREATER THAN 3-INCH. SOILS THAT ARE TOO WET OR TOO DRY TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE ## SOILS ARE UNSUITABLE. ## 3.GRANULAR BACKFILL – SHALL MEET THE FOLLOWING GRADATION ## 4.GRANULAR BEDDING – WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF ## ASTM C 33 FINE AGGREGATE. 5.CONTROLLED LOW STRENGTH MATERIAL (CLSM)– A SELF LEVELING AND SELF COMPACTING CEMENTITIOUS MATERIAL COMPOSED OF SAND, COARSE AGGREGATE, CEMENT, FLY ASH, WATER AND ADMIXTURES. CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A ## DESIGNED UNCONFINED COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI. 6.BACKFILL – PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL, GRANULAR BEDDING, GRANULAR BACKFILL OR CLSM. ## 7.TOPSOIL – SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. ## PART 3 - EXECUTION ## 1.GENERAL: A.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL ## TIMES. B.BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. CONDUCT UTILITY LOCATE IN ACCORDANCE WITH THE ONE-CALL NOTIFICATION. C.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. D.REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. E.REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR ## USE DURING FINAL SITE GRADING. F.EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL. G.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. H.PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. I.SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. J.DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. ## 2.BACKFILL: A.AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO ## RESTORE THE REQUIRED FINISHED GRADE. B.PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. ## C.DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL. D.PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACT TO THE SAME DENSITY AS NATIVE SOIL. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED. E.WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS. ## 3.TRENCH EXCAVATION: A.UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH ## WALLS. ## B.EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. C.WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING ## MATERIAL. ## 4.TRENCH BACKFILL: A.PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS. ## B.NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. C.CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D.PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS. ## E.PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. F.ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G.COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH. ## 5.FINISH GRADING: A.PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY ## AND STRUCTURES. B.UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. C.REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. ## 6.ASPHALT PAVING ROAD: ## A.CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE NOTED. B.MNDOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION) ## 7.STAGING: A.WORK / STAGING AREA TO BE CONFIRMED AT PRE-CONSTRUCTION SITE MEETING AND SURROUNDED BY TEMPORARY FENCE (SEE DETAIL BELOW) DURING CONSTRUCTION. ## B.POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION. ## C.CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW. D.SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FOR ANY OPEN TRENCHES LEFT OVER NIGHT OR UNATTENDED. E.TEMPORARY FENCE SHALL BE CLOSED AND LOCKED AT ALL TIMES. IF GATE MUST BE OPEN FOR MOVING EQUIPMENT OR MATERIALS, A SPOTTER SHALL BE PROVIDED TO TO PREVENT UNAUTHORIZED ENTRY. ## F.NO EQUIPMENT OR MATERIALS SHALL BE STORED OUTSIDE THE TEMPORARY FENCE FOR ANY AMOUNT OF TIME. ## SIEVE SIZE ## 1 1/2 INCH (37.5 MM) No. 4 (4.75 MM) ## NO 200 (0.075 MM) ## TOTAL PERCENT PASSING 100 ## 30 TO 60 ## 3 TO 15 ## SET%A&. NOTE CONTRACTOR TO VERIFY THAT LOCATIONS OF ALL PROPOSED EV ELECTRICAL EQUIPMENT AND INFRASTRUCTURE ARE IN COMPLIANCE WITH ALL LOCAL CODES, SETBACKS, AND BUFFERS. ## GEOTE&HNI&AL NOTE ## GENERAL &ONSTRU&TION NOTES ## FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: ## 1.GENERAL CONTRACTOR: TBD ## 2.ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. 3.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ## REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 4.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 5.UNLESS OTHERWISE NOTED PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART ## OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 6.WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING ## CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 7.THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS (CONTRACTOR SHALL CONFIRM TIMELINE WITH IONNA) PRIOR TO COMMENCEMENT OF WORK. ## 8.THE CONTRACTOR SHALL PROVIDE UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 9.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 10.THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 11.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) ## CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 12.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 13.THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 14.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND ## SEDIMENT CONTROL. 15.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 16.THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 17.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 18.THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR AND OWNER (IONNA) UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 19.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH ## CONSTRUCTION. 20.THE TERM “DESIGN ENGINEER” USED HEREIN SHALL MEAN THE ENGINEER WHO HAS SIGNED AND SEALED HIS/HER RESPECTIVE PLAN SHEETS AND IS IN RESPONSIBLE CHARGE OF THE ENGINEERING DESIGN ON THOSE SHEETS. THE TERM “CONTRACTOR” USED ## HEREIN SHALL MEAN ANY GENERAL CONTRACTOR OR SUBCONTRACTOR USING THESE PLANS. 21.THE DESIGN ENGINEER SHALL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANY SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, IMPLEMENT, AND MAINTAIN ALL SAFETY MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY MEASURES, PROCEDURES AND PROGRAMS AND COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE CONTRACTOR AGREES THAT SHE/HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS AND SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 22.THE DESIGN ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY OF THE CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION, TECHNIQUES, EQUIPMENT CHOICE AND USAGE, SEQUENCE, SCHEDULE, SAFETY PROGRAMS, OR SAFETY PRACTICES, NOR SHALL THE DESIGN ENGINEER HAVE ANY AUTHORITY OR RESPONSIBILITY TO DIRECT OR STOP THE WORK OF ANY CONTRACTOR. 23.ANY CHANGES MADE BY THE CONTRACTOR TO THE CONTRACTUALLY AGREED UPON SCOPE, SCHEDULE AND/OR FEE, WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE OWNER, IS THE SOLE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR DIRECTING, IMPLICITLY OR EXPLICITLY ANY SUCH CHANGES AND THE CONTRACTOR ASSUMES ALL RISK OF UNDERTAKING ANY SUCH CHANGES. 24.THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE DESIGN ENGINEER AND OWNER, THEIR OFFICERS, AGENTS AND EMPLOYEES, HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS, JUDGMENTS, LOSS, DAMAGES, COSTS, EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL OR ALLEGED, IN CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE OR CONCURRENT NEGLIGENCE OF THE OWNER OR THE ## DESIGN ENGINEER. 25.IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE CONTRACTOR SHALL ISSUE A RFI IN WRITING FROM THE DESIGN ENGINEER AND THE OWNER, REQUESTING A CLARIFICATION BEFORE PERFORMING ANY RELATED OR IMPACTED WORK. ANY ELECTRONIC FILES ARE PROVIDED ONLY FOR THE CONVENIENCE OF THE RECEIVING PARTY AND ARE INTENDED SOLELY FOR THE EXCLUSIVE USE BY THAT PARTY FOR THE PURPOSES EXPRESSLY AUTHORIZED. IN ACCORDANCE WITH STANDARD INDUSTRY PRACTICE, ONLY PRINTED COPIES OF DOCUMENTS DESIGNATED AS “ISSUED FOR CONSTRUCTION”, OR EQUIVALENT DESIGNATION, MAY BE RELIED UPON. 26.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PREPARING ITS BID, IN WHOLE AND IN PART, BASED UPON THE DESIGN SHOWN ON THESE PLANS. THE CONTRACTOR IS NOT AUTHORIZED TO USE ANY QUANTITIES SHOWN ON THESE PLANS WITHOUT THE EXPLICIT WRITTEN PERMISSION OF THE ENGINEER OF RECORD. THE DESIGN ENGINEER MAKES NO WARRANTY OR REPRESENTATION AS TO THE SUITABILITY OF ANY INFORMATION SHOWN HEREON FOR DETERMINING A CONTRACTOR BID. 27.ANYTHING MENTIONED IN THE SPECIFICATIONS, IF ANY, AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. 28.THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION, SIZE, TYPE, OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ALL SUCH FACILITIES WHETHER NOTED ON THESE PLANS OR NOT. THE DESIGN ENGINEER ASSUMES NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE OWNER AND/OR AUTHORITY HAVING JURISDICTION AS NEEDED. 29.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING WORK ADJACENT TO, ABOVE OR BELOW THEIR FACILITIES AND SHALL COORDINATE ALL WORK WITH UTILITY COMPANY REPRESENTATIVES. 30.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADING ELEMENTS BEFORE THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES. 31.UNLESS EXPLICITLY STATED OTHERWISE HEREIN, THE EARTHWORK QUANTITIES SHOWN ON THESE PLANS ARE APPROXIMATE IN PLACE VOLUMES CALCULATED FROM THE EXISTING GROUND TO THE PROPOSED FINISHED GRADE. EXISTING GROUND IS DEFINED BY THE CONTOURS AND SPOT GRADES ON THE BASE SURVEY. PROPOSED FINISHED GRADE IS DEFINED AS THE FINAL GRADE AS INDICATED ON THE GRADING PLAN(S) AS FINISHED GROUND, FINISHED SURFACE, AND FINISHED FLOOR ELEVATIONS. NO REPRESENTATIONS OF SUCH QUANTITIES OR A BALANCED SITE CONDITION ARE MADE BY THE ENGINEER OF RECORD. THE EARTHWORK QUANTITIES SHOWN ON THESE PLANS ARE FOR PERMITTING PURPOSES ONLY. UNLESS EXPLICITLY STATED OTHERWISE HEREIN, THEY HAVE NOT BEEN FACTORED TO ACCOUNT FOR CHANGES IN VOLUME DUE TO BULKING, CLEARING AND GRUBBING, SHRINKAGE, SUBSIDENCE, OVER-EXCAVATION AND RE-COMPACTION, AND CONSTRUCTION METHODS. NOR DO THEY ACCOUNT FOR THE THICKNESS OF PAVEMENT SECTIONS, STORMWATER QUALITY MEDIA SECTIONS, UTILITY PIPES, TRENCHING AND BEDDING MATERIALS, BUILDING OR WALL FOOTINGS, BUILDING SLABS THICKNESSES AND UNDERLYING BASE OR SAND LAYERS, REUSE OF PULVERIZED MATERIALS THAT WILL UNDERLIE PAVEMENTS, ETC. THE CONTRACTOR IS NOT AUTHORIZED TO USE THE ESTIMATES HEREIN FOR BIDDING AND CONSTRUCTION PURPOSES WITHOUT THE EXPLICIT WRITTEN PERMISSION OF THE ENGINEER OF RECORD. 32.PROPOSED BUILDING PAD ELEVATIONS, IF SHOWN, ARE BASED ON INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. CONTRACTOR SHALL CONFIRM SLAB STRUCTURAL SECTION THICKNESSES AND PAD PREPARATION REQUIREMENTS PRIOR ## TO GRADING FINISHED PADS. 33.THE CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, ELECTRICAL, AND ALL OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. SHOULD DISCREPANCIES OR CONFLICTING INFORMATION BE FOUND ON ANY PLANS, OR IN ANY SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND DESIGN ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK IN QUESTION. 34.THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE PROJECT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM CONTRACTOR OPERATIONS, BY APPROPRIATE MEANS, OR BY SPECIFIC MEANS DESCRIBED IN THE PROJECT'S PLANS, SPECIFICATIONS OR STORM WATER POLLUTION PREVENTION REPORT, UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE AND THE AGENCY HAVING JURISDICTION. THE DESIGN ENGINEER SHALL HAVE NO RESPONSIBILITY TO DIRECT THE CONTRACTOR REGARDING THE MEANS AND METHODS OF STORMWATER POLLUTION PREVENTION, SEQUENCE, OR SCHEDULE. 35.ALL SHOP DRAWINGS, RFIS AND ANY OTHER DOCUMENTS THAT REQUIRE DESIGN ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, TO ALLOW ADEQUATE REVIEW, COORDINATION AND RESPONSE. SAID DOCUMENTS ARE NOT A DIRECTION FROM THE DESIGN ENGINEER TO MODIFY THE CONTRACTORS SCOPE, SCHEDULE OR PRICE, AND THE CONTRACTOR WARRANTS NOT TO USE THEM AS SUCH. 36.THE CONTRACTOR SHALL ENSURE APPROPRIATE LICENSED PROFESSIONALS HAVE BEEN RETAINED BY THE CONTRACTOR TO PROVIDE ANY/ALL REQUIRED PROJECT CERTIFICATIONS AS MAY BE REQUIRED BY ANY AUTHORITY HAVING JURISDICTION. THE DESIGN ENGINEER WILL NOT PROVIDE ANY PROJECT CERTIFICATIONS UNLESS SPECIFICALLY RETAINED BY THE OWNER TO PROVIDE LIMITED SERVICES. 37.CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO DOCUMENT ALL CHANGES TO THE APPROVED CONSTRUCTION DOCUMENTS DURING CONSTRUCTION. THE LICENSED SURVEYOR SHALL PREPARE A SIGNED AND SEALED “AS-BUILT' DRAWING UPON COMPLETION OF CONSTRUCTION. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE PREPARATION IN WHOLE OR IN PART OF THE “AS-BUILT” DRAWINGS. 38.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE ## MOST CURRENT VERSION OF THE LAND SURVEYORS ACT. ## G1.0 ## GENERAL NOTES I Page 31 of 134 ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## DE0OLITION NOTES 1.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM AVAILABLE RECORDS AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF EXISTING UTILITIES. 2.IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 72 HOURS ## MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 3.ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND EROSION CONTROL PLANS AND INSPECTION ## REPORTS (SWPPP). 5.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER / ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. ## PAVING NOTES 1.PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA STANDARDS. 2.ALL ACCESSIBLE RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS, LATEST EDITION. 3.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, HANDICAPPED PARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. ALL PAINT AND ## PAVEMENT MARKINGS SHALL ADHERE TO EDINA AND OWNER STANDARDS. ## 4.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 5.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA) EXIST TO AND FROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ## ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. 6.EXISTING ASPHALT / CONCRETE PAVEMENT SHALL REQUIRE THE REMOVAL AND REPLACEMENT OF A MINIMUM 2' WIDE SECTION FOR CONSTRUCTION AND PLACEMENT OF CONCRETE FORMS WHERE ADJACENT TO NEW CONCRETE. CONTRACTOR SHALL MATCH ## EXISTING ASPHALT SECTION. ## T<PI&AL A%%REVIATIONS ## A AMPERE ## AC ALTERNATING CURRENT ## ADAAMERICANS WITH DISABILITIES ACT ## AHJAUTHORITY HAVING JURISDICTION ## AL ALUMINUM ## ART ARTICLE ## AUX AUXILIARY ## BAYBAYONET FUSE ## BLDG BUILDING STRUCTURE ## BOLBOLLARD ## BOTBOTTOM ## ℄CENTER LINE ## CLFCURRENT LIMITING FUSE ## CLRCLEARANCE ## CONC CONCRETE ## CU COPPER ## DEMODEMOLITION ## DISTDISTANCE ## DC DIRECT CURRENT ## EXEXISTING ## EGCEQUIPMENT GROUNDING CONDUCTOR ## ESMTEASEMENT ## ESAENVIRONMENTAL SITE ASSESSMENT ## EMT ELECTRIC METALLIC TUBING ## EQEQUAL ## EQPTEQUIPMENT ## EV ELECTRIC VEHICLE ## EVCSELECTRIC VEHICLE CHARGING STATION ## EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT ## EVSGELECTRIC VEHICLE SWITCH GEAR ## E&SEROSION AND SEDIMENT CONTROL ## FFEFINISHED FLOOR ELEVATION ## FSCFUTURE SERVICE CENTER ## GALV GALVANIZED ## GND GROUND ## HDG HOT DIPPED GALVANIZED ## HTHEIGHT ## I CURRENT ## ININCH ## KVA KILOVOLT AMPERE ## KW KILOWATT ## LFLINEAR FEET ## LVELOW VOLTAGE ENCLOSURE ## M METER ## MAX MAXIMUM ## MIN MINIMUM ## N NEUTRAL ## NEC NATIONAL ELECTRIC CODE ## NTS NOT TO SCALE ## OC ON CENTER ## PL PROPERTY LINE ## PVC POLYVINYL CHLORIDE ## RMC RIGID METALLIC CONDUIT ## SCH SCHEDULE ## SJISTEEL JOIST INSTITUTE ## SPASPACING ## SQSQUARE ## SS STAINLESS STEEL ## SSWRSANITARY SEWER ## TYP TYPICAL ## UONUNLESS OTHERWISE NOTED ## UVULTRAVIOLET ## V VOLT ## W WATT ## W/WITH ## W/OWITHOUT ## XFMR TRANSFORMER ## REIN)OR&ED &ON&RETE NOTES ## AN&HORAGE INSTALLATION NOTES 1.CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI IN 28 DAYS UNLESS OTHERWISE NOTED CONTINUOUS INSPECTION IS NOT REQUIRED. SLUMP: 4" MIN / 6" MAX. i. AIR-CONTENT OF 6% +- 1.5% 2.REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A615 GRADE 60, MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4". 3.REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI 318 FOR MINIMUM CLEARANCES AND CONCRETE COVER. 4.ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT OF CONCRETE. ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94. ## 5.MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES FAHRENHEIT. ## 6.DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT THE JOB SITE. ## 7.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.7. 8.EXCEPT AS DETAILED OR AUTHORIZED, MAKE BARS CONTINUOUS AROUND CORNERS WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B” TENSION LAPS UNLESS NOTED OTHERWISE. 9.DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATION SP-66 AND " BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE”, ACI 318. ## 10.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. 11.EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE CONCRETE PAD ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND AS SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCH ## PRE-FABRICATED NON-EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. 1.DRILLING THROUGH EXISTING SLAB REBAR DURING POST-INSTALLED ANCHOR BOLTS INSTALLATION IS NOT PERMITTED. 2.POST-INSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFORMED BY PERSONNEL TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII), AS INCLUDED IN THE ANCHOR PACKAGING. 3.EXPANSION AND ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS USING STANDARD EMBEDMENT AND EDGE DISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNLESS NOTED OTHERWISE: WIDE FLANGE SHAPE: A992, 50KSI ## ANGLE AND CHANNEL SHAPE: ASTM A36, 36 KSI PLATE: ASTM A36, 36KSI ## PIPE: ASTM A53 GRADE B, 35 KSI ## HSS: ASTM A500 GRADE B, 46KSI 5.HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325: ONE HIGH-STRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY NUT, A HARDENED WASHER CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST ELEMENT TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS. 6.WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 AND SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1. 7.UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 WITH HEAVY HEXAGONAL NUT. ## 8.FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION. ## 9.ALL EXPOSED STRUCTURAL STEEL AND BOLTS SHALL BE HOT DIP GALVANIZED PER ASTM A123. 10.SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL. THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCH APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN ## THE FIELD. 11.PRIMER SHALL BE RED OXIDE-CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) PAINT SPECIFICATION NUMBER 11. ## EROSION PREVENTION SEDI0ENT &ONTROL NOTES 1.STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE TREATED SO THE SEDIMENT RUN-OFF WILL NOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS. STOCK PILE LOCATIONS SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO GRADING ## ACTIVITIES. EROSION & SEDIMENT CONTROL PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS. 2.ANY SITE USED FOR DISPOSAL AND/OR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SEE THAT ALL REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY OF THE APPROVED PERMIT MUST BE PROVIDED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON ANY PROPERTY. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR REMOVING ANY ILLEGALLY PLACED MATERIAL AT HIS OWN EXPENSE. 3.MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED (WITHIN 15 DAYS OF ACHIEVED FINAL GRADES) UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. STEEP SLOPES (GREATER THAN 3:1) SHALL BE STABILIZED WITHIN 7 DAYS OF FINAL GRADING. 4.REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES BEFORE ACCEPTANCE BY LOCAL GOVERNING AGENCY OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 5.CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% FILLED WITH SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. SILT BARRIERS SHALL BE REPLACED AS EFFECTIVENESS IS SIGNIFICANTLY REDUCED OR AS DIRECTED BY THE OWNER'S ## REPRESENTATIVE. 6.REMOVE THE TEMPORARY EROSION AND WATER POLLUTION CONTROL DEVICES ONLY AFTER A SOLID STAND OF GRASS HAS BEEN ESTABLISHED ON GRADED AREAS AND, WHEN IN THE OPINION OF THE OWNER'S REPRESENTATIVE, THEY ARE NO LONGER NEEDED. ## 7.DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING PURPOSES. 8.STABILIZATION MEASURES (SEED & MULCH, TRIM WHERE INDICATED) SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, EXCEPT IN THE FOLLOWING TWO ## CASES. 8.a. WHERE THERE IS SNOW COVER OR FROZEN GROUND CONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE OR WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 15 DAYS. TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF SITE. 8.b. ALL EROSION CONTROL MEASURES SHALL BE CHECKED TWICE WEEKLY DURING PROLONGED RAINFALL DAILY CHECKING IS NECESSARY. DOCUMENTATION OF ALL CHECKS AND CORRECTIVE MEASURES SHALL BE KEPT AT THE PROJECT. A MONITORING REPORT ## CAN BE FOUND IN THE EDINA EROSION AND SEDIMENT CONTROL HANDBOOK. 9.CONTRACTOR SHALL PROVIDE AN AREA FOR CONCRETE WASH DOWN AND EQUIPMENT FUELING IN ACCORDANCE WITH EDINA STANDARDS. CONTRACTOR TO COORDINATE EXACT LOCATION WITH NPDES DEPARTMENT DURING PRECONSTRUCTION MEETING. CONTROL OF OTHER SITE WASTES SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTER, AND SANITARY WASTES THAT MAY CAUSE ADVERSE IMPACTS TO WATER QUALITY IS ALSO REQUIRED BY THE GRADING PERMITTEE. 10.TREE PROTECTION FENCING IS TO REMAIN IN PLACE UNTIL FINAL INSPECTION AND SIGN-OFF ON THE MASTER BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY BY THE URBAN FORESTER. STORMWATER SIGN-OFF AND REMOVAL OF EROSION CONTROL MEASURES ## IS NOT JUSTIFICATION TO REMOVE TREE PROTECTION FENCING. ## EROSION PREVENTION SEDI0ENT &ONTROL &ONSTRU&TION SE4UEN&E ## INITIAL E&S 1.PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES) AT THE POINT(S) WHERE CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION AREA. MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MUD AND DIRT. ## 2.CONSTRUCT INITIAL EPSC MEASURES BEFORE BEGINNING GRADING OPERATIONS. 3.CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, TREE PROTECTION FENCING, FIBER ROLLS, AND CONCRETE WASHOUTS ON-SITE PRIOR TO DEMOLITION BEGINNING. 4.SILT FENCE IS TO BE INSTALLED AROUND ALL BIORETENTION AREAS TO PROTECT FROM SOIL COMPACTION DURING CONSTRUCTION. 5.AFTER PERIMETER MEASURES ARE INSTALLED, CONTRACTOR SHALL SCHEDULE PRE-CONSTRUCTION MEETING WITH AHJ. 6.CONTRACTOR TO CONTACT AHJ TO OBTAIN STORMWATER PERMIT. THE CONTRACTOR SHALL CONTACT APPROPRIATE PARTY FOR INSPECTION OF EROSION CONTROL DEVICES. ## 7.ALL 3:1 OR STEEPER SLOPES TO BE STABILIZED WITHIN 7 DAYS. ## FINAL E&S ## 1.CONTRACTOR TO CLEAR, GRUB, EXCAVATE EXISTING UTILITIES ON-SITE AND GRADE REMAINING SITE. ## 2.INSTALL PROPOSED UTILITIES. 3.CONSTRUCT REMAINING SITE ACCORDING TO THE APPROVED PLANS, OR AS INSTRUCTED BY THE EROSION CONTROL INSPECTOR. ## 4.PERMANENTLY STABILIZE SITE. ## 5.UPON PERMANENT SITE STABILIZATION, REMOVE ALL TEMPORARY EROSION & SEDIMENT CONTROL MEASURES. ## 6.FINISH INSTALLING PERMANENT STORMWATER BMP'S SHOWN ON PLANS. ## G1.1 ## GENERAL NOTES II Page 32 of 134 ## N/A ## DESIGNED ## AND ## PROVIDED ## %< OTHERS ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## N/AN/A ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## G2.0 ## CHARGER SPEC SHEETS Page 33 of 134 ## N/A ## DESIGNED ## AND ## PROVIDED ## %< OTHERS ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## N/AN/A ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## NOT TO SCALE ## FOR REFERENCE ONLY ## C1.0 ## ALTA SURVEY (BY OTHERS) Page 34 of 134 200 201 202 203 204 7022 7023 7024 7025 ## "FIBER OPTIC" ## "NO PARKING" ## FIBER ## OPTIC ## CABINET ## "CAUTION" ## ELECTRIC ## CABINET ## BUILDING ## RE=926.10 ## IE 8" (W)=913.90 ## RE=925.70 ## IE (SE)=923.20 ## RE=925.67 ## IE (NE/NW)=923.37 ## IRON PIPE ## CAPPED "8612" ## 1" IRON PIPE ## OWNER: SPECIAL X PROPERTIES LLC ## PID: 32-117-21-23-0027 ## OWNER: CLARICE TIMM SEDONA ## PID: 32-117-21-23-0049 ## OWNER: GREGORY KALOGERSON ## PID: 32-117-21-23-0064 ## OWNER: PAUMALU RANCH LLC ## PID: 32-117-21-23-0065 ## ABANDONED LIGHT ## POLE BASE (TYP.) 60' 80' ## OWNER: CIC NO. 0190 PARKWOOD MANOR CONDOMINIUM ## (MULTIPLE OWNERS) ## L=50.00 ## R=946.71 ## Δ=3°01'34" ## S89°21'34"E 207.86 ## N64°18'27"E 290.00 ## N01°34'10"E 127.34 ## CCS 1A ## CCS 1B ## CCS 1B ## CCS 2A ## CCS 2B ## CCS 3A ## CCS 3B ## CCS 4A ## CCS 4B ## NACS 5A ## NACS 5B ## NACS 7B ## NACS 7A ## NACS 6B ## NACS 6A ## VERNON AVENUE SOUTH ## (80' WIDTH RIGHT-OF-WAY) ## EDEN PRAIRIE ROAD ## (60' WIDTH RIGHT-OF-WAY) ## ENLARGED SITE AREA. SEE SHEETS C2.1 ## OLINGER ROAD ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## NORTH 0 ## GRAPHIC SCALE IN FEET ## WHEN PRINTED AT FULL SIZE (24"x36") 20102040 ## SCALE: 1" = 20' ## C2.0 ## SITE PLAN Page 35 of 134 ## &ONSTRU&TION NOTES ## PAVE0ENT 0AR.ING NOTES ## DESCRIPTION ## ITEM ## &IVIL SITE PLAN LEGEND ## PARKING STRIPING (SEE PLANS FOR REVISED PARKING LAYOUT) ## CONCRETE PAD / RESTORE CONCRETE PAVEMENT ## PROPOSED ASPHALT PAVEMENT ## STRIPED ISLAND ## REGRADE AND RESTORE PERVIOUS / LANDSCAPE AREA ## RESTORE CONCRETE CURBING ## 1.SEE PAVING AND ADDITIONAL CONSTRUCTION NOTES ON SHEET G1.0 AND G1.1. ## 2.CONTRACTOR TO BORE AND / OR HAND-TRENCH CONDUIT AS REQUIRED PER NEC. ## 3.ALL EQUIPMENT SHALL BE INSTALLED PER CLIENT DESIGN STANDARDS. ## 4.CONTRACTOR TO RETURN ALL AREAS OF DISTURBANCE BACK TO EXISTING GRADE AND ## UP TO OR BETTER THAN EXISTING CONDITIONS. ## 5.ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS NOTED OTHERWISE. ## 1.CONTRACTOR SHALL TAKE FIELD MEASUREMENTS OR OTHERWISE ESTABLISH A ## SURVEY OF THE EXISTING STRIPING IN ALL WORK AREAS IN ORDER TO ESTABLISH ALL ## EXISTING PAVEMENT MARKINGS WITH FULL COORDINATION OF NEW MARKINGS ## PROPOSED ON THIS PLAN. ## 2.UNLESS OTHERWISE INDICATED ON THIS PLAN, THE CONTRACTOR SHALL ESTABLISH ## PAVEMENT MARKINGS FOR ALL FIRE LANES, DIRECTIONAL ARROWS, STOP BARS, ## CURBS, SIDEWALK, LIGHT POLE BASES, SIGN BASES AND PARKING STALLS TO MATCH ## THE EXISTING SITE WITHIN THE REPAIR LIMITS. ## 3.CONTRACTOR TO USE APPROPRIATE PAINT COLORS TO MATCH THE EXISTING ## FEATURES. ADA BARRIER FREE AREAS TO COMPLY WITH ALL LOCAL AND FEDERAL ADA ## STANDARDS. PAVEMENT MARKINGS SHALL BE A HIGH QUALITY PAINT RECOMMENDED ## BY THE PAINT MANUFACTURER. PAINT COLORS SHALL CLOSELY MATCH THE FEDERAL ## STANDARD 595B COLOR NUMBER AS FOLLOWS: BLUE-COLOR 15180, WHITE-COLOR ## 37925 AND YELLOW-COLOR 33538. ## 4.IN AREAS NOT BEING RESURFACED BUT REQUIRING RESTRIPING, CONTRACTOR SHALL ## REMOVE EXISTING STRIPING BY EITHER SAND BLASTING, WATER BLASTING, OR BY ## ANOTHER APPROVED METHOD OF STRIPING REMOVAL. WHERE THE STRIPING REMOVAL ## CHANGES THE SURFACE TEXTURE OF THE EXISTING ASPHALT, CONTRACTOR SHALL ## SEAL COAT THE AREA PRIOR TO RESTRIPING. CONTRACTOR TO SUBMIT STRIPING ## REMOVAL METHOD TO PROPERTY MANAGER AND ENGINEER FOR APPROVAL PRIOR TO ## CONSTRUCTION. ## RELOCATED TREE ## SIGN POST ## SCREENING FENCE ## SITE SU00AR< ## PROPERTY AREA:16,562 SF (0.38 AC) ## PARKING ## EXISTING PARKING IMPACTED:NA ## PROPOSED PARKING:14 STALLS ## NET PARKING STALL CHANGE:14 STALLS ## L3 NACS: 6 STALLS ## EV ADA REQ ## VAN:0 STALLS ## STD: 6 STALLS ## L3 CCS: 8 STALLS ## EV ADA REQ ## VAN: 1 STALLS ## STD: 7 STALLS 200 201 203 204 7022 7023 7024 7025 ## FFE=927.86 ## FFE=927.93 ## FFE=927.46 ## FFE=927.39 ## "FIBER OPTIC" ## "NO PARKING" ## FIBER ## OPTIC ## CABINET ## "CAUTION" ## BUILDING ## RE=926.10 ## IE 8" (W)=913.90 ## RE=925.70 ## IE (SE)=923.20 ## RE=925.67 ## IE (NE/NW)=923.37 ## IRON PIPE ## CAPPED "8612" ## 1" IRON PIPE ## OWNER: SPECIAL X PROPERTIES LLC ## PID: 32-117-21-23-0027 ## ABANDONED LIGHT ## POLE BASE (TYP.) ## OWNER: CIC NO. 0190 PARKWOOD MANOR CONDOMINIUM ## (MULTIPLE OWNERS) ## L=50.00 ## R=946.71 ## Δ=3°01'34" ## S89°21'34"E 207.86 ## N64°18'27"E 290.00 ## N01°34'10"E 127.34 ## CCS 1A ## CCS 1B ## CCS 2A ## CCS 2B ## CCS 3A ## CCS 3B ## CCS 4A ## CCS 4B ## NACS 5A ## NACS 5B ## NACS 7B ## NACS 7A ## NACS 6B ## NACS 6A ## PROPOSED LEVEL 3 DUAL PORT ## CHARGER ON A 5' X 5' ## CONCRETE PAD TO BE MOUNTED ## WITH FLUSH CURB (TYP. 5) ## PROPOSED ## EV PARKING SIGN (TYP. 9) ## PROPOSED VAN ## ACCESSIBLE EV PARKING ## SIGN (TYP. 1) ## PROPOSED ## 6" CONCRETE ## CURB & GUTTER ## PROPOSED TRANSFORMER ON ## CONCRETE PAD (LOCATION TO BE ## COORDINATED WITH LOCAL ## UTILITY PROVIDER) ## 4" WHITE PAVEMENT ## MARKING AT 45 DEG ## O.C. (TYP.) ## PROPOSED ## PET WASTE STATION ## PROPOSED CURB TO TIE ## INTO EXISTING ## (TYP.) ## PROPOSED EMERGENCY ## SHUTOFF ## EXISTING BUILDING ## PROPOSED ## CONCRETE DRIVEWAY APRON ## (TYP.) 2'-0" 10'-0" ## PROPOSED SWITCHGEAR ON ## CONCRETE PAD (LOCATION TO BE ## COORDINATED WITH LOCAL ## UTILITY PROVIDER) ## PROPOSED ## 10' X 10' DUMPSTER ENCLOSURE 18'-0" 10'-0" ## TYP. ## TYP. ## PROPOSED ## MONUMENT SIGN 12'-0" 10'-0" 10'-0" 18'-0" ## TYP. ## TYP. ## PROPOSED LEVEL 3 DUAL PORT ## CHARGER ON A 5' X 5' ## CONCRETE PAD TO BE MOUNTED ## WITH FLUSH CURB (TYP. 2) ## PROPOSED ## MINI CANOPY ## (DESIGNED BY OTHERS) ## (TYP. 2) ## PROPOSED ## MINI CANOPY ## (DESIGNED BY OTHERS) ## (TYP. 5) ## PROPOSED ## 6" CONCRETE ## CURB & GUTTER ## PROPOSED ## TREX FENCING ## (TYP.) ## PROPOSED ## BIKE RACK ## PROPOSED ## SEATING AREA ## PROPOSED ## 5FT WIDE CONCRETE SIDEWALK ## EXISTING SIDEWALK LOCATED BY AERIAL ## PHOTOGRAPHY AND SHOULD BE CONSIDERED ## APPROXIMATE ## CONNECT PROPOSED SIDEWALK ## MATCH TO EXISTING 30'-0" 30'-0" ## PROPOSED CURB TO TIE ## INTO EXISTING ## (TYP.) ## 0.53 MI TO ## NINE MILE CREEK REGIONAL TRAIL ACCESS ## VERNON AVENUE SOUTH ## (80' WIDTH RIGHT-OF-WAY) ## EDEN PRAIRIE ROAD ## (60' WIDTH RIGHT-OF-WAY) 18'-0" ## R5' ## R5' ## R5' ## R20' ## R2' ## R2' ## R5' ## R5' ## R10' ## R15' ## R2' 5'-0" 5'-0" 5'-0" 5'-0" ## PROPOSED ## ACCESSIBLE RAMP ## (TYP.5) 1 ## C6.2 4 ## C6.0 4 ## C6.0 ## PROPOSED ## TREX FENCING ## (TYP.) 5 ## C6.3 5 ## C6.3 1 ## C6.3 2 ## C2.2 2 ## C6.0 3 ## C6.0 4 ## C6.0 9 ## C6.1 10 ## C6.1 11 ## C6.1 12 ## C6.1 2 ## C2.2 1 ## C6.3 7 ## C6.1 7 ## C6.1 2 ## C6.0 3 ## C6.0 4 ## C6.0 6 ## C6.2 ## PROPOSED ## EV PARKING SIGN (TYP. 4) 2 ## C2.2 1 ## C6.3 ## PROPOSED ## TRASH & WINDSHIELD STATION ## (TYP.3) ## PROPOSED ## TRASH & WINDSHIELD STATION ## PROPOSED 4" WHITE ## PAVEMENT MARKING ## AT 45 DEG. O.C. 7 ## C6.2 8 ## C6.2 ## PROPOSED 4" WHITE ## PAVEMENT MARKING ## AT 45 DEG. O.C. 7 ## C6.2 8 ## C6.2 10'-0" ## TAPER PROPOSED CURB ## TO MEET SIDEWALK ## (TYP.) ## PROPOSED ## 6" CONCRETE ## CURB & GUTTER 7 ## C6.1 ## PROPOSED ## 5FT WIDE CONCRETE SIDEWALK 9 ## C6.1 10 ## C6.1 11 ## C6.1 12 ## C6.1 24'-0" ## PROPOSED ## LIGHT POLE ## (TYP.3) ## PROPOSED CURB 0"-6". ## ELEVATIONS PER C4.0 ## PROPOSED 3' WIDE ## VALLEY GUTTER PER ## MNDOT STANDARDS. ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## NORTH 0 ## GRAPHIC SCALE IN FEET ## WHEN PRINTED AT FULL SIZE (24"x36") 1051020 1" = 10' ## CHARGER STALL TABLE ## STALL NO.CONNECTOR TYPESIGNAGE ## 1ACCSADA - USE LAST ## 1BCCSiONNA EV CHARGING ONLY ## 2ACCSiONNA EV CHARGING ONLY ## 2BCCSiONNA EV CHARGING ONLY ## 3A ## CCSiONNA EV CHARGING ONLY ## 3B ## CCSiONNA EV CHARGING ONLY ## 4ACCSiONNA EV CHARGING ONLY ## 4BCCSiONNA EV CHARGING ONLY ## 5A ## NACSiONNA EV CHARGING ONLY ## 5B ## NACSiONNA EV CHARGING ONLY ## 6A ## NACSiONNA EV CHARGING ONLY ## 6B ## NACSiONNA EV CHARGING ONLY ## 7ANACSiONNA EV CHARGING ONLY ## 7BNACSiONNA EV CHARGING ONLY ## C2.1 ## ENLARGED SITE PLAN Page 36 of 134 200 201 203 204 7022 7023 7024 7025 ## FFE=927.86 ## FFE=927.93 ## FFE=927.46 ## FFE=927.39 ## "FIBER OPTIC" ## "NO PARKING" ## "CAUTION" ## BUILDING ## RE=926.10 ## IE 8" (W)=913.90 ## RE=925.67 ## IE (NE/NW)=923.37 ## IRON PIPE ## CAPPED "8612" ## 1" IRON PIPE ## OWNER: SPECIAL X PROPERTIES LLC ## PID: 32-117-21-23-0027 ## ABANDONED LIGHT ## POLE BASE (TYP.) ## OWNER: CIC NO. 0190 PARKWOOD MANOR CONDOMINIUM ## (MULTIPLE OWNERS) ## L=50.00 ## R=946.71 ## Δ=3°01'34" ## S89°21'34"E 207.86 ## N64°18'27"E 290.00 ## N01°34'10"E 127.34 ## CCS 1A ## CCS 1B ## CCS 2A ## CCS 2B ## CCS 3A ## CCS 3B ## CCS 4A ## CCS 4B ## NACS 5A ## NACS 5B ## NACS 7B ## NACS 7A ## NACS 6B ## NACS 6A ## S-23 ## S-25 ## A-23 ## S-21 ## A-23 ## S-21 ## A-31 ## PROPOSED TRANSFORMER ON ## CONCRETE PAD SPECIFIED BY ## UTILITY COMPANY ## VERNON AVENUE SOUTH ## (80' WIDTH RIGHT-OF-WAY) ## EDEN PRAIRIE ROAD ## (60' WIDTH RIGHT-OF-WAY) ## PROPOSED SWITCHGEAR 3000A ON ## CONCRETE PAD SPECIFIED BY ## UTILITY COMPANY ## S-26 ## MW-1 ## G-1 ## E-1 ## A-43 ## A-39 ## MW-1 ## G-1 ## E-2 ## A-43 ## A-39 ## MW-1 ## G-1 ## E-2 ## A-43 ## A-39 ## S-25 ## S-25 ## S-25 ## S-40 ## A-23 ## S-21 ## A-23 ## S-21 ## A-23 ## S-21 ## A-31 ## MW-1 ## G-1 ## E-1 ## A-43 ## A-39 ## MW-1 ## G-1 ## E-1 ## A-43 ## A-39 ## MW-1 ## G-1 ## E-1 ## A-43 ## A-39 ## MW-1 ## G-1 ## E-2 ## A-43 ## A-39 ## S-25 ## S-25 ## S-25 ## S-25 ## S-25 ## S-25 ## S-25 ## S-25 ## S-25 ## S-25 ## A-23 ## S-21 ## A-23 ## S-21 ## A-23 ## S-21 ## A-23 ## S-21 ## A-23 ## S-21 ## A-23 ## S-21 ## A-23 ## S-21 ## A-23 ## S-21 ## A-23 ## S-21 ## A-31 ## A-31 ## CNPY-1 ## CNPY-1 ## CNPY-1 ## CNPY-1 ## CNPY-1 ## CNPY-1 ## CNPY-1 ## CNPY-1 ## A-21 ## A-24 ## DH-1 ## A-24 ## DH-1 ## A-21 ## A-21 ## A-21 ## A-21 ## A-21 ## A-24 ## DH-1 ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## JCS ## EJB ## JCS ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## EV &HARGING SIGN ## IONPS;EV ## USE LAST ## EV &HARGING SIGN ## IONPS;ADAEV 1'-6" 1'-0" 1'-6" 1'-0" ## EV SIGNAGE  ## N.T.S. ## SCALE ## C2.2 ## FF&E PLAN ## NORTH 0 ## GRAPHIC SCALE IN FEET ## WHEN PRINTED AT FULL SIZE (24"x36") 1051020 1" = 10' ## CHARGER STALL TABLE ## IDNAMEMFGMODELNOTE ## QTY ## CNPY-1CANOPY-MINIBY VENDORBY VENDOR ## DEFINE DIMS, LAYOUT,FINISHES & HEIGHT PER PROJECT 7 ## A-21FENCE 1TREXHORIZONS: WINCHESTER GREY ## INCLUDES FENCE, POSTS, DOOR & HARDWARE ## LF PER PROJECT ## A-23 ## SIGNPOST - 7 FTBY GC ## SQUARE PRE PUNCHED 2X2 ## PAINT BLACK14 ## A-24KEY LOCK BOXKIDDIEKEY SAFE PRO 3 ## A-31 ## TRASH / WC STATION - SINGLE - IONNACOMMERCIAL ZONE PRODUCTS 75810199 ## ORDER FOR IONNA SITES4 ## A-39 ## BOLLARD SLEEVE - ORANGEPOSTGUARD.COMORANGE WITH WHITE TAPE ## COORDINATE SIZE & LENGTH - 4.5 X 36 PREFERRED 14 ## A-40 ## PET WASTE STATION 2ZERO WASTE USAUPC 840431500409 ## ALUMINUM STATION & WASTE BAGS, MATTE BLACK 1 ## A-43 ## BOLLARD - SCREW INPOSTGUARD.COM4 X 32 POWDERCOATED BOLLARDWITH ANCHOR BASE AND ANCHORS14 ## E-1DISPENSER-CCSALPITRONICS ## COORDINATE QUANTITY WITH SITE 4 ## E-2DISPENSER-NACSALPITRONICS ## COORDINATE QUANTITY WITH SITE 3 ## DH-1EXTERIOR GATESEE DH SCHEDULESEE DH SCHEDULE 3 ## G-1DISPENSER FALKBY VENDORBY VENDOR ## FIELD APPLIED LABEL KIT, IDENTIFY ID, CHARGER ID, SITE ID 7 MW-1TOP HAT SIGNBY VENDORBY VENDOR28" W x 3" D x 10" H POWDERED COATED7 ## ION-CS-2-DFCANOPY SIGN - DUAL FACE - INTERNALLY LITSIGN VENDORSIGN VENDOR ## DEFINE SIZE / FINISHES / CONTENT, TYPICAL 2'. (DM TO EVALUATE ## SIGHTLINES AND VISIBILITY AND SELECT THE APPROPRIATE ## MODEL, DUAL FACE OR SINGLE FACE) 7 ## S-21EV PARKING ONLYBUILD A SIGNPER GC USE APPROVED ARTWORK - 18" H x 12" W x 1 8 ## " D 13 ## S-23EV ACCESSIBLE PARKINGPER GCPER GCSELECT APPROPRIATE SIGN PER AHJ 1 ## S-25PARKING MARKERGRAPHIC VENDORGRAPHIC VENDOR ## GC TO USE STENCIL AND COORDINATE LOCATIONS WITH ## CHARGER GRAPHICS 14 ## S-26EMERGENCY SHUTOFF SIGN ## ULINE ## S-24757P ## LOCATED ON ELECTRICAL ENCLOSURE, IN VISIBLE LOCATION 1 Page 37 of 134 200 201 203 204 7022 7023 7024 7025 ## FFE=927.86 ## FFE=927.93 ## FFE=927.46 ## FFE=927.39 ## "FIBER OPTIC" ## "NO PARKING" ## "CAUTION" ## BUILDING ## RE=926.10 ## IE 8" (W)=913.90 ## RE=925.67 ## IE (NE/NW)=923.37 ## IRON PIPE ## CAPPED "8612" ## 1" IRON PIPE ## OWNER: SPECIAL X PROPERTIES LLC ## PID: 32-117-21-23-0027 ## ABANDONED LIGHT ## POLE BASE (TYP.) ## OWNER: CIC NO. 0190 PARKWOOD MANOR CONDOMINIUM ## (MULTIPLE OWNERS) ## L=50.00 ## R=946.71 ## Δ=3°01'34" ## S89°21'34"E 207.86 ## N64°18'27"E 290.00 ## N01°34'10"E 127.34 ## CCS 1A ## CCS 1B ## CCS 2A ## CCS 2B ## CCS 3A ## CCS 3B ## CCS 4A ## CCS 4B ## NACS 5A ## NACS 5B ## NACS 7B ## NACS 7A ## NACS 6B ## NACS 6A ## PROPOSED TRANSFORMER ON ## CONCRETE PAD SPECIFIED BY ## UTILITY COMPANY ## VERNON AVENUE SOUTH ## (80' WIDTH RIGHT-OF-WAY) ## EDEN PRAIRIE ROAD ## (60' WIDTH RIGHT-OF-WAY) ## PROPOSED SWITCHGEAR 3000A ON ## CONCRETE PAD SPECIFIED BY ## UTILITY COMPANY ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## C2.3 ## FINISH PLAN ## NORTH 0 ## GRAPHIC SCALE IN FEET ## WHEN PRINTED AT FULL SIZE (24"x36") 1051020 1" = 10' ## FINISHES ## IDNAMEMFGMODELCOLORNOTE ## ACM1CLADDING - ION ORANGEALPOLIC ## 3MM PANEL ## WAO ORANGE ## ACM2CLADDING - SOFT DARKALPOLIC ## 3MM PANELAUB BLUE ## EP-2PAINT - SOFT DARKSHERWIN WILLIAMSSEE PROD TABLESW 7605 GALE FORCECLOSEST MATCH TO PMS 5395 C ## EP-3 ## PAINT - SOFT LIGHTSHERWIN WILLIAMSSEE PROD TABLESW 7563 RESTFUL WHITECLOSEST MATCH TO PMS 9224C ## EP-6 ## PAINT - BLACKSHERWIN WILLIAMSSEE PROD TABLESW 6258 TRICORN BLACK ## PP-1TRAFFIC PAINT - WHITESHERWIN WILLIAMSSEE PROD TABLESW-B97WD2434 ## PP-4TRAFFIC PAINT - SOFT DARKSHERWIN WILLIAMSSEE PROD TABLEMATCH SW 7605 GALE FORCE ## PER CUSTOM SW SPEC. COLOR TO BE ## COORDINATED WITH THE CHARGER TYPE ## PP-5 ## TRAFFIC PAINT - ION ORANGESHERWIN WILLIAMSSEE PROD TABLEMATCH SW6886 INVIGORATE ## PER CUSTOM SW SPEC. COLOR TO BE ## COORDINATED WITH THE CHARGER TYPE ## DOOR HARDWARE ## QTY ## ITEMMFGMODELFINISHNOTE ## DOOR HARDWARE: DH-01 - EXT GATE ## 1 EAMECHANICAL DEADBOLT LOCKLOCKEY USA ## 2900JB ## 1 EAGATE BOXLOCKEY USAGB900+ ## N/A, PAINT TO MATCH ## 1 EASTRIKE BRACKETLOCKEY USASB2900 ## N/A, PAINT TO MATCH Page 38 of 134 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## TP ## TP ## TP ## TP ## TP ## TP ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## TP ## TP ## TP ## TP ## SF ## SF ## SF ## SF ## SF ## TP ## TP ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## TP ## TP ## TP ## TP ## VERNON AVENUE SOUTH ## (80' WIDTH RIGHT-OF-WAY) ## EDEN PRAIRIE ROAD ## (60' WIDTH RIGHT-OF-WAY) ## EXISTING ## CONCRETE CURB ISLAND ## TO BE REMOVED ## EXISTING CONCRETE PAVEMENT ## TO BE REMOVED (1091 SF±) ## EXISTING CONCRETE PAVEMENT ## TO BE REMOVED (380 SF±) ## EXISTING CONCRETE PAVEMENT ## TO BE REMOVED (1280 SF±) ## EXISTING ASPHALT PAVEMENT ## TO BE REMOVED (7980 SF±) ## EXISTING ## TREE ## TO BE REMOVED ## EXISTING ## FIBER OPTICS AND LINES ## TO BE REMOVED ## PROPOSED ## SILT FENCE ## EXISTING ## WOODEN FENCE ## TO BE REMOVED ## PROPOSED ## SILT FENCE ## EXISTING ## WOODEN FENCE ## TO BE REMOVED ## PROPOSED ## SILT FENCE ## EXISTING TREE ## TO REMAIN ## EXISTING ## BUSHES ## TO BE REMOVED ## EXISTING TREE ## TO BE REMOVED ## EXISTING CONCRETE ## AROUND BUILDING ## TO REMAIN ## PROPOSED ## SILT FENCE ## PROPOSED ## SILT FENCE ## PROPOSED ## INLET PROTECTION ## EXISTING TREE ## TO REMAIN ## EXISTING TREE ## TO REMAIN ## EXISTING TREE ## TO REMAIN ## EXISTING ## CONCRETE DRIVEWAY APRON ## TO BE REMOVED (537 SF±) ## EXISTING ## LIGHT POLE, BOLLARDS WITH ## CONCRETE BASE ## TO BE REMOVED ## EXISTING ## CONCRETE BASE ## TO BE REMOVED ## EXISTING ## MAIL BOX ## TO BE REMOVED ## EXISTING ## T-POLE TO REMAIN ## CONTRACTOR TO PROTECT ## DURING ALL PHASES OF ## CONSTRUCTION ## EXISTING ## REAL ESTATE SIGN ## TO BE REMOVED ## EXISTING ## WOODEN PLANTER ## TO BE REMOVED ## EXISTING ## LIGHT POLE ## TO BE REMOVED ## EXISTING ## ELECTRICAL LINE ## TO BE REMOVED ## PROPOSED ## SILT FENCE ## PROPOSED ## SILT FENCE ## EXISTING ## CONCRETE DRIVEWAY APRON ## TO BE REMOVED (199 SF±) ## EXISTING TREE ## TO REMAIN ## PROPOSED ## TREE PROTECTION FENCE ## PROPOSED ## CONCRETE WASHOUT ## PROPOSED ## TREE PROTECTION FENCE ## PROPOSED ## TREE PROTECTION FENCE ## PROPOSED ## TREE PROTECTION FENCE ## EXISTING TREE ## TO REMAIN ## PROPOSED ## TREE PROTECTION FENCE 200 201 204 7022 7023 7024 7025 ## FFE=927.86 ## FFE=927.93 ## FFE=927.46 ## FFE=927.39 ## BUSHES ## "FIBER OPTIC" ## "NO PARKING" ## "CAUTION" ## BUILDING ## RE=926.10 ## IE 8" (W)=913.90 ## RE=925.67 ## IE (NE/NW)=923.37 ## IRON PIPE ## CAPPED "8612" ## 1" IRON PIPE ## OWNER: SPECIAL X PROPERTIES LLC ## PID: 32-117-21-23-0027 ## ACCESS ## ACCESS ## ABANDONED LIGHT ## POLE BASE (TYP.) ## PLANTER WALL ## RUNS ALONG ## PROPERTY LINE ## OWNER: CIC NO. 0190 PARKWOOD MANOR CONDOMINIUM ## (MULTIPLE OWNERS) ## L=50.00 ## R=946.71 ## Δ=3°01'34" ## S89°21'34"E 207.86 ## N64°18'27"E 290.00 ## N01°34'10"E 127.34 ///////// Know what's below. before you dig. ## Call ## R ## &AUTION ## CONTRACTOR IS TO VERIFY PRESENCE ## AND EXACT LOCATION OF ALL UTILITIES ## PRIOR TO CONSTRUCTION. ## DESCRIPTIONITEM ## DE0OLITION PLAN LEGEND ///////// ## DE0OLITION NOTES ## DESCRIPTIONITEM ## EROSION AND SEDI0ENT &ONTROL LEGEND ## SF ## TPTP ## IP ## SF ## EE ## TP ## CE ## CW ## E;ISTING UTILIT< NOTE ## EXISTING LINEAR OBJECT TO BE REMOVED / ABANDONED ## EXISTING PARKING STRIPING TO BE MODIFIED / REMOVED ## EXISTING ASPHALT REMOVAL ## FULL-DEPTH CONCRETE PAVEMENT REMOVAL ## EXISTING OBJECT TO BE REMOVED ## CONSTRUCTION SIGN ## REMOVE EXISTING CURBING TO LIMITS SHOWN ## 1.SEE ADDITIONAL DEMOLITION AND E&S NOTES ON SHEET G1.0 AND G1.1. ## 2.THE CONTRACTOR SHALL CLEAR THE PROJECT SITE AREA WITHIN THE CONFINES OF THE ## DEMOLITION LIMIT LINE. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL ## EXISTING UTILITY STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FEATURES, UNLESS ## OTHERWISE NOTED ON THE PLAN. ## 3.DEMOLITION AND REMOVAL OF PAVEMENT INCLUDES PAVEMENT THICKNESS AS WELL AS BASE ## COURSE THICKNESS. ## 4.REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIAL. ## 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ## ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID ## MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. ## 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE ## EXTENT OF DEMOLITION WORK. ## 7.THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND ## UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL ## INFORMATION ONLY. ## 8.DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF ## THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND. ## 9.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE ## MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS. ## 10.DUST CONTROL MEASURES SHALL BE IMPLEMENTED DURING DEMOLITION. ## 11.CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM THE SITE AS WORK PROGRESSES. ## 13.ALL DEMOLITION SHALL COMPLY WITH CHAPTER 24 OF THE INTERNATIONAL FIRE CODE. ## 14.CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO ENSURE THE SAFETY OF THE ## PUBLIC. HAUL ROUTE TO BE CLOSELY MONITORED FOR DEBRIS OR MATERIALS TRACKED ONTO ## ADJOINING ROADWAYS, SIDEWALKS, ETC. ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR ## AS NECESSARY TO MAINTAIN PUBLIC SAFETY. ## 15.CONTRACTOR TO INSTALL CHAIN LINK FENCE WITH MESH SCREEN TO PROTECT PUBLIC FROM ## ENTERING CONSTRUCTION AREA. ## 16.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR SURROUNDING PROPERTIES AT ALL TIMES ## DURING DEMOLITION OF EXISTING FACILITIES. ## 17.ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE ## CONTRACTOR IN A LEGAL MANNER. ## 18.REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., ## LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, ## STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE ## TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL ## MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON ## THE TOPOGRAPHIC SURVEY. REFER TO THIS PLAN FOR THE LIMITS OF ASPHALT REMOVAL. IF ANY ## ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF ## SAID ITEMS. ## 19.THE CONTRACTOR SHALL REFER TO THIS PLAN FOR DEMOLITION/PRESERVATION OF EXISTING ## TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED SHALL BE ## REMOVED AS A PART OF THIS CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED AS ## NECESSARY PRIOR TO ANY DEMOLITION. ## 20.THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS, ## AND ANY OTHER FACILITIES DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION THAN ## EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. ## 21.ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS. THE ## CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING. ## 22.TRENCHING IS TO BE USED EXCEPT IN HEAVY TRAFFIC AREAS, MAIN DRIVE AISLES AND ACROSS ## STORE ENTRANCE. ## 23.THE CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE IN PLACE WITHIN THE AREA OF ## IMPROVEMENTS. ## 24.ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS NOTED OTHERWISE. ## SILT FENCE ## EROSION EEL / FILTER SOCK ## TREE PROTECTION ## INLET PROTECTION ## STORMWATER FLOW DIRECTION ARROW ## CONSTRUCTION EXIT ## CONCRETE WASHOUT AREA ## THE EXISTING UTILITIES SHOWN ON THIS PLAN ARE BASED UPON AVAILABLE RECORDS. THE ## CONTRACTOR MUST FIELD-DETERMINE THE LOCATION AND DEPTH OF ALL EXISTING ## UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. REPORT DISCREPANCIES AND ## POTENTIAL CONFLICTS WITH PROPOSED INFRASTRUCTURE TO THE ENGINEER PRIOR TO ## INSTALLATION OF ANY PIPING. ## EROSION &ONTROL NOTES ## THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING PHASING SCHEDULE. ## REFERENCE THE SWPPP BOOK FOR DETAILED REQUIREMENTS. ## PHASE 1 - DEMOLITION ## A.INSTALL PERIMETER BMPs INCLUDING THE CONSTRUCTION ENTRANCE/EXIT, SWPPP SIGNAGE, SILT FENCE, AND ALL OTHER NECESSARY BMPs ACCORDING TO THE ## LOCATION SHOWN ON THE EROSION CONTROL PLAN. CLEAR ONLY THE MINIMUM AREA REQUIRED TO INSTALL BMPs. ## B.SET THE PROJECT OFFICE TRAILER AND PREPARE TEMPORARY PARKING AND ## STORAGE AREAS. ## C.DENOTE DATES OF BMP INSTALLATION AND MAINTENANCE ON SITE-MAPS. ## D.BEGIN DEMOLITION AND CLEARING OF THE SITE. ## E.STABILIZATION OF DISTURBED AREAS MUST BE INITIATED WHENEVER CLEARING, ## GRADING, OR EARTH DISTURBING ACTIVITIES HAVE CEASED ON ANY PORTION OF THE ## SITE, OR TEMPORARILY CEASED AND WILL NOT RESUME WITHIN 14 DAYS PER ## GENERAL PERMIT REQUIREMENTS. ## PHASE 2 - GRADING A.ENSURE APPROPRIATE BMPs ARE IN PLACE DOWNSTREAM OF SITE WORK OR WHERE ## RUNOFF MAY EXIT THE SITE. ## B.BEGIN GRADING THE SITE. ## C.SEED AND RE-VEGETATE SLOPES AS AREAS ARE BROUGHT TO GRADE OR ## STOCKPILES THAT WILL REMAIN INACTIVE FOR 14 DAYS PER GENERAL PERMIT ## REQUIREMENTS. ## PHASE 3 - UTILITIES ## A.KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. ## B.INSTALL UTILITIES, STORM DRAINS, CURB AND GUTTERS. ## C.INSTALL INLET PROTECTION AS SPECIFIED ON PLAN SHEETS AS STORM STRUCTURES ## ARE INSTALLED. ## D.TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION, ANY DISTURBED AREAS ## THAT ARE LIKELY TO REMAIN INACTIVE FOR 14 DAYS. ## PHASE 4 - PAVING ## A.KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. ## B.STABILIZE SUBGRADE. ## C.PAVE PARKING LOT AND SIDEWALKS AS SPECIFIED ON PLAN SHEETS. ## PHASE 5 - LANDSCAPING AND DEVELOPMENT ## A.INSTALL LANDSCAPING PER THE LANDSCAPE PLANS AND DETAILS. ## B.REMOVE EROSION CONTROL DEVICES WHEN FINAL STABILIZATION IS ACHIEVED PER ## THE GENERAL PERMIT. C.STABILIZE ANY AREAS DISTURBED BY REMOVAL OF BMPs. ## SEQUENCE OF CONSTRUCTION CLARIFICATION ## NOTE:THE SEQUENCE OF CONSTRUCTION SHOWN ABOVE IS A GENERAL OVERVIEW ## AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL ## DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE ## CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION ## SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN ## THESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY, ## PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE ## CONSTRUCTION SEQUENCE IS NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR ## COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL ## OTHER APPLICABLE LAWS. ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## NORTH 0 ## GRAPHIC SCALE IN FEET ## WHEN PRINTED AT FULL SIZE (24"x36") 1051020 1" = 10' ## C3.0 ## DEMOLITION PLAN Page 39 of 134 ## GRADING NOTES ## SPOT ELEVATION NOTES ## 1.ELECTRICAL SUBCONTRACTOR TO REFER TO ELECTRICAL DRAWINGS FOR ALL ## DISCIPLINE-SPECIFIC WORK. ## 2.SITE SUBCONTRACTOR TO VERIFY INSTALLATION PROXIMITY TO SLOPE AND INFORM ## THE ENGINEER IMMEDIATELY IF DISCREPANCIES ARE FOUND BEFORE CONSTRUCTION ## RESUMES. ## 3.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN ## DETERMINED FROM THE SURVEY DONE BY WESTWOOD ON 10/7/2025 AND ARE GIVEN ## FOR THE CONVENIENCE OF THE SITE SUBCONTRACTOR. REFER TO SHEET C1.0 FOR ## MORE INFORMATION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ## ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE SITE ## CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF ## EXISTING UTILITIES AND PERFORM A PRIVATE UTILITY LOCATE. ## ALL SPOT ELEVATIONS ARE PAVEMENT SURFACE UNLESS OTHERWISE NOTED AS FOLLOWS: ## BCBOTTOM OF CURB ## TC TOP OF CURB ## PPROPOSED ELEV. ## MEMATCH EXISTING ## PADTOP OF PAD ## ACCESSIBILITY NOTE ## CONTRACTOR SHALL CONDUCT PRE-CONSTRUCTION ACCESSIBILITY SITE WALK WITH IONNA ## PM TO DETERMINE EXTENTS OF PAVEMENT REHAB REQUIRED TO PROVIDE COMPLIANT PATH ## OF TRAVEL. ## DESCRIPTIONITEM ## GRADING PLAN LEGEND ## GB ## AP ## GRADE BREAK LINE ## ACCESSIBLE PATH ## PROPOSED FLOW ARROW (DIRECTION AND SLOPE) ## EXISTING MAJOR CONTOUR ## EXISTING MINOR CONTOUR 100 1.0% ## PROPOSED SPOT ELEVATION ## PROPOSED MAJOR CONTOUR ## PROPOSED MINOR CONTOUR 100 ## 99.9FS ## (99.9 FS) ## EXISTING SPOT ELEVATION 200 201 7022 7023 7024 7025 ## FFE=927.86 ## FFE=927.93 ## FFE=927.46 ## FFE=927.39 ## L=50.00 ## R=946.71 ## Δ=3°01'34" ## S89°21'34"E 207.86 ## N64°18'27"E 290.00 ## N01°34'10"E 127.34 ## CCS 1A ## CCS 1B ## CCS 2A ## CCS 2B ## CCS 3A ## CCS 3B ## CCS 4A ## CCS 4B ## NACS 5A ## NACS 5B ## NACS 7B ## NACS 7A ## NACS 6B ## NACS 6A ## EXISTING PLANTER WALL ## 927.05FS ## 927.28FS ## 927.25FS ## 927.26FS ## 927.18FS ## 927.12FS ## 927.05FS ## 926.93FS ## 927.16FS ## 927.21FS ## 927.31FS ## 927.41FS 927.37 ## FS ## 927.26FS ## 927.16FS ## 927.20FS ## 927.05FS ## 926.92FS ## 927.16FS ## 927.08FS ## 926.91FS ## 926.81FS ## 927.31FS ## 927.37FS ## 927.31FS ## 927.00FS ## 927.08FS ## 926.66FS ## 926.93FS ## 927.00FS ## 927.32FS ## 927.06FS ## 927.17FS ## 927.22FS 927.30 ## FS ## 926.92FS ## 926.76FS ## 926.89FS ## 926.52FS ## 926.91FS ## 926.62FS ## 926.70FS ## 926.60FS ## 927.40FS ## 926.83FS ## 926.84FS ## 926.65FS ## 926.68FS ## 927.65FS ## 927.22FS ## 927.02FS ## 926.28FS ## 926.48FS ## 926.44FS ## 926.39FS ## 926.43FS ## 927.01FS 927.13 ## FS ## 926.82FS ## 926.63FS ## 926.50FS 926.41 () ## FS ## JOIN EX. 926.09 () ## FS ## JOIN EX. 926.13 () ## FS ## JOIN EX. 1.00% 1.00% 0.47% 1.17% 1.07% 0.63% 0.91% 0.51% 0.35% 0.70% 0.58% 1.69% 3.00% 0.56% 1.50% 0.77% 0.25% 0.50% 1.00% 1.00% 1.00% 2.88% 1.90% 0.83% 1.16% 0.74% 0.85% 0.65% 0.69% 0.84% 0.79% 0.58% 0.46% 0.98% 0.94% 0.72% 0.51% 0.63% 1.96% 2.00% 2.08% 3.11% 1.42% 1.72% 1.40% 2.55% 1.06% 7.35% 1.86% 1.47% 1.48% 1.25% 0.93% 0.31% 0.01% 0.01% 0.23% 1.13% 927.45 () ## TC ## JOIN EX. 927.00 () ## TC ## JOIN EX. 927.56 () ## TC ## JOIN EX. ## 926.55FS ## 926.79FS ## 926.74TC 926.82 () ## TC ## JOIN EX. 926.76 () ## TC ## JOIN EX. ## 926.41FS ## 926.36FS ## 926.53FS 0.45% 0.11% 0.50% ## 926.35FS ## 926.41FS ## 927.09FS ## 927.27FS ## 927.20FS 926.51 () ## TC ## JOIN EX. 926.37 () ## TC ## JOIN EX. 926.61 () ## TC ## JOIN EX. ## 927.24FS ## 926.99FS ## 926.93FS ## 926.64FS 926.90 ## FL 926.83 ## FL 927.19 ## FL ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 296087118 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 15 W MAIN STREET ## GREEN RIVER , ## UT 84525 ## SITE NO.: ## GREEN RIVER/15 W MAIN ST ## MCS ## JG ## MCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 15 W ## MAIN STREET, GREEN RIVER, UT, ## AND IS VALID ONLY AS OF ITS ## ISSUE DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 6671 S LAS VEGAS BLVD SUITE 320, ## LAS VEGAS, NV 89119 Main: (702) 862-3600 | www.kimley-horn.com ©2025 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## NORTH 0 ## GRAPHIC SCALE IN FEET ## WHEN PRINTED AT FULL SIZE (24"x36") ####### ## SCALE: ####### ## C4.0 ## GRADING PLAN Page 40 of 134 ## PROTECTION FENCE ## PROTECTION ## CURB ## WITH LANDSCAPE ARCHITECT. ## SIDEWALK/CURB. ## 6. INSTALL NEW BACKFILL OR ## LANDSCAPE ARCHITECT. OPERATIONS w/ ## 5. COORDINATE ALL DEMOLITION ## SECTION AWAY FROM ROOTS. ## 4. CAREFULLY ROTATE CURB ## SECTION OF CURB. ## 3. BREAK OR CUT CURB A 6' ## SHALL OCCUR OUTSIDE THE ## SEQUENCE ## PROTECTION AREA. COORDINATE ## 1. PERFORM ANY ROOT PRUNING. ## 2. INSTALL PROTECTION FENCING. ## ALL DEMOLITION PROCEDURES ## OR SIMILAR EQUIPMENT ## BACKHOE, TRACKHOE ## CURB AWAY ## FROM TREE ## ROTATE ## PLAN ## ROOTS ## SEE PLAN ## TREE ## ROOTS ## AREA ## N.T.S. ## SCALE ## &UR% INLET SEDI0ENT %ARRIER ## BACK OF SIDEWALK ## SPILLWAY ## PLAN VIEW ## SPILLWAY ## CATCH ## BASIN ## SE&TION AA ## NOTES: 1.PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM ## RUNOFF. 2.GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN ## BURST STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70%. ## 3.GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4" PEA GRAVEL. 4.PLACE SEVERAL LAYERS OF SAND BAGS (1'-0" MINIMUM HIGH) OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY TOGETHER. ## 5.LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A SPILLWAY. 6.PLACE FILTER FABRIC OVER WIRE MESH. FILTER FABRIC SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE, NYLON, POLYESTER, OR ETHYLENE FABRIC WITH AN EQUIVALENT OPENING SIZE NOT GREATER THAN 20 SIEVE AND WITH A MINIMUM FLOW RATE OF 40 GALLONS/MINUTE/SQ. FT. 7.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY ## IMMEDIATELY. ## BACK OF CURB ## CURB INLET ## SIDEWALK ## CURB INLET ## GRAVEL FILLED BAGS ## ARE TIGHTLY STACKED ## CATCH BASIN ## A ## A ## PLAN VIEW 1'-6" ## MIN. ## 2 BAGS ## HEIGHT MIN. ## DROP INLET SEDI0ENT %ARRIER ## SE&TION VIEW ## NOTES: 1.GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN ## BURST STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70% ## 2.GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4" PEA GRAVEL. 3.PLACE SEVERAL LAYERS OF SAND BAGS (1'-0" MINIMUM HIGH) OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY TOGETHER. ## 4.LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A SPILLWAY. ## 5.PLACE WIRE MESH OVER AND 1'-0" (MINIMUM) BEYOND THE INLET STRUCTURE. 6.PLACE FILTER FABRIC OVER WIRE MESH. FILTER FABRIC SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE, NYLON, POLYESTER, OR ETHYLENE FABRIC WITH AN EQUIVALENT OPENING SIZE NOT GREATER THAN 20 SIEVE AND WITH A MINIMUM FLOW RATE OF 40 GALLONS/MINUTE/SQ. FT. ## 7.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. ## DROP INLET W/ GRATE ## GRAVEL BAG FILLED ## WITH COARSE GRAVEL ## 4" PVC PIPE FOR DRAINAGE ## ROW OF GRAVEL FILLED BAGS ## (1'-6" MINIMUM WIDTH) & 2 BAGS MINIMUM HEIGHT ## 4" PVC PIPE FOR DRAINAGE ## FILTER FABRIC ## SENSITIVE AREAS ## TREE DRIPLINE ## NOTES: ## 1.FURNISH AND INSTALL TEMPORARY HIGH-VISIBILITY FENCING AT ## THE TREE DRIPLINE OR CONSTRUCTION LIMITS AS SHOWN ON ## EROSION CONTROL PLANS PRIOR TO ANY LAND DISTURBANCE. ## 2.WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. ## TREE PROTECTION / ## HIGH VISIBILITY FENCING ## LIMITS OF DISTURBANCE ## 3'-0" MIN. ## HIGH-VISIBILITY ## FENCING ## WOOD OR STEEL ## STAKE ## FINISHED GRADE ## TREE PROTE&TION ## 2'-0" MIN. ## PER0ANENT STA%ILI=ATION ## PER0ANENT STA%ILI=ATION 0EASURES SHALL %E ## DONE IN A&&ORDAN&E WITH LO&AL EROSION AND ## SEDI0ENT &ONTROL RE4UIRE0ENTS  ## PONDING HEIGHT ## N.T.S. ## SCALE ## N.T.S. ## SCALE ## N.T.S. ## SCALE ## N.T.S. ## SCALE ## N.T.S. ## SCALE  ## DE0OLITION PRO&EDURE  &UR%ING    ## NOT USED ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## C5.0 ## E&S DETAILS Page 41 of 134 ## POST-INSTALLED ANCHOR NOTES 1.UNLESS OTHERWISE INDICATED ON PLANS, POST-INSTALLED ANCHORS SHOULD CONSIST OF THE FOLLOWING ANCHOR ## TYPES, OR APPROVED EQUAL: 2.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER ## OF RECORD PRIOR TO USE. CONTRACTOR SHOULD PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT AND CURRENT BUILDING CODE. ## 1.FOUNDATIONS ARE DESIGNED USING PRESUMPTIVE SOIL VALUES IN ACCORDANCE WITH THE LOCAL BUILDING CODE ## REQUIREMENTS. 2.ALL FOOTING EXCAVATIONS SHOULD BE INSPECTED BY THE GENERAL CONTRACTOR'S GEOTECHNICAL ENGINEER PRIOR ## TO PLACING CONCRETE. ## 3.IBC PRESUMPTIVE VERTICAL BEARING CAPACITY:1,500PSF ## 4.IBC PRESUMPTIVE LATERAL BEARING CAPACITY:100 PCF 5.CONTRACTOR SHOULD ENGAGE A GEOTECHNICAL TESTING LABORATORY LICENSED IN THE STATE OF THE PROJECT TO ## CONFIRM SOIL PREPARATION AND SPECIFY PROCEDURES AND SPECIFY COMPACTING REQUIREMENTS NECESSARY TO OBTAIN THE DESIGN SOIL PROPERTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ENGINEER ## OF RECORD IF ASSUMED SOIL PROPERTIES CANNOT BE OBTAINED ON SITE. ## FOUNDATIONS ## 1.THESE CONSTRUCTION DOCUMENTS ARE SPECIFICALLY APPLICABLE TO FOUNDATIONS SUPPORTING THE COMPONENTS ## LISTED BELOW: ## 2.EQUIPMENT YIELDING MAXIMUM EQUIVALENT UNIFORM AREA LOAD WAS USED IN DESIGN OF EQUIPMENT PADS. ## 3.FOUNDATION DESIGN IS BASED ON THE DESIGN CRITERIA. 4.IF THE PROJECT IS LOCATED IN AN AREA CLASSIFIED AS SITE CLASS E OR F, A SITE-SPECIFIC GEOTECHNICAL ANALYSIS IS ## REQUIRED AND THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY. 5.THE CONTRACTOR'S SCOPE OF WORK FOR THIS PROJECT SHOULD INCLUDE ALL COORDINATION, MATERIALS, LABOR, AND ## OVERHEAD NECESSARY FOR COMPLETION OF THE FOLLOWING: ## A.ALL STRUCTURES ARE DESIGNED TO ACT AS A STRUCTURAL UNIT UPON COMPLETION. CONTRACTOR SHOULD ## DESIGN AND PROVIDE NECESSARY BRACING, TEMPORARY SUPPORTS, AND SHORING TO RESIST FORCES ON THE ## STRUCTURE DURING CONSTRUCTION. ## B.VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK. NOTIFY THE ENGINEER OF ANY ## DISCREPANCIES. ## C.VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO STARTING WORK. ## D.CONTRACTOR MUST EXERCISE EXTREME CARE DURING THE EXCAVATION AND CONSTRUCTION FOR NEW ## STRUCTURE TO AVOID DAMAGE TO EXISTING STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ## MEANS AND METHODS REQUIRED TO FACILITATE CONSTRUCTION OF THE WORK AND ENSURING THE SAFETY, ## STABILITY AND INTEGRITY OF ADJACENT STRUCTURES AND FACILITIES. ## E.CONTRACTOR MUST ENGAGE A GEOTECHNICAL ENGINEER TO FIELD VERIFY SOIL PARAMETERS NOTED IN THE ## FOUNDATION NOTES AND CONCRETE CLASS NOTED UNDER CONCRETE NOTES. ## PROJECT GENERAL NARRATIVE AND REQUIREMENTS: ## N.T.S. ## SCALE ## BOLLARD BASE COVER DETAIL 6 ## N.T.S. ## SCALE ## EV CHARGER OPENINGS DETAIL 3 ## COMPONENT NAME ## COMPONENT DIMENSIONS (WxHxD, FT) ## COMPONENT WEIGHT ## (LBS) ## EQUIVALENT UNIFORM ## AREA LOAD (PSF) ## CHARGER 2.40x7.34x2.80 1,841 273.81 ## SWITCHBOARD (3 BAY) 11.17x8.00x4.17 3,269 70.18 ## SWITCHBOARD (4 BAY) 14.50x8.00x4.00 5,000 86.21 ## SURFACE MOUNTED BOLLARD DETAIL ## STRUCTURAL NOTES ## N.T.S. ## SCALE 5 ## N.T.S. ## SCALE 1 ## EV CHARGER CLEARANCE DETAIL ## N.T.S. ## SCALE 2 1. DESIGN CRITERIA IS BASED ON THE CONTROLLING GEOGRAPHICAL LOADINGS CONSIDERING CLIENT-PROVIDED PROJECT ## LOCATIONS IN THE UNITED STATES. 2.THE DESIGN CRITERIA PERTAINING TO EACH SPECIFIC SITE WILL DIFFER FROM THE DESIGN CRITERIA LISTED BELOW. THE DESIGN CRITERIA LISTED BELOW IS CONSERVATIVE RELATIVE TO THE SITE SPECIFIC DESIGN WITH THE CONSIDERATION ## OF PROJECT GENERAL NARRATIVE AND REQUIREMENTS OF NOTE 4, ABOVE. ## 3.DESIGN LOADS ## RISK CATEGORY = II ## DEAD LOAD: ## SELF WEIGHT OF MATERIAL ## WIND: ## DESIGN WIND SPEED (3 SEC. GUST) = #200 MPH (ULTIMATE) ## WIND EXPOSURE = C ## SEISMIC: ## SEISMIC IMPORTANCE FACTOR, IE = 1.0 ## MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: ## S ## S = #211 ## S ## I = #212 ## SITE CLASS = D, DEFAULT ## DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: ## S ## DS = #213 ## S ## DI = #214 ## SEISMIC DESIGN CATEGORY = #210 RESPONSE MODIFICATION COEFFICIENT (Ra) = 3.0 ## FROST DEPTH = #201 ## **NOTE: PRIOR TO CONSTRUCTION, SITE-SPECIFIC VALUES SHOULD BE DETERMINED FOR EACH PROPOSED PROJECT ## LOCATION. SHOULD SITE-SPECIFIC VALUES EXCEED THOSE NOTED ABOVE, THE ENGINEER OF RECORD SHOULD ## BE CONTACTED IMMEDIATELY. ## DESIGN CRITERIA: ## NOTE: ## 1.SEE CONCRETE NOTES ON SHEET G1.0 ## 2.TOP OF EQUIPMENT PAD IS INTENDED TO ## BE LEVEL. GC TO COORDINATE PAD ## EMBEDMENT DEPTH WITH ACTUAL SITE ## GRADING PLANS. ## 3.CONTRACTOR SHALL VERIFY FROST ## DEPTH PRIOR TO CONSTRUCTION. ## N.T.S. ## SCALE ## EQUIPMENT PAD 4 ## PROPOSED CHARGER ## BASE PLATE 7'-3" 1'-11" 3'-5 3 4 " 1'-10 1 4 " 5 1 4 " 2'-7" 4'-2 1 2 " 1'-7" 1'-8 1 2 " 3'-8 1 2 " ## OPENING FOR ## CONDUITS 1'-6 1 2 "1'-8 3 4 " 3'-8 3 4 " 1'-3 3 4 " 3'-9 1 4 " 2'-2" 7'-0" ## GRADE ## PAD TYPE ## SWITCHBOARD (3 BAY) ## CONCRETE PAD DIMENSIONS t (THICKNESS) 12'-6"10" ## AREA ## 68.75 S.F. ## SEE TABLE FOR PAD SIZE ## 3/4" CHAMFER ## (TYP.-ALL SIDES) ## PROPOSED 4,000 PSI ## CONCRETE PAD ## #5 BARS @ 12" ## O.C. EACH WAY ## (CENTERED IN SLAB) 6" ## VARIES - ## SEE TABLE ## PROPOSED COMPACTED ## CLEAN GRAVEL ## PREPARED SUBGRADE ## (95% STANDARD PROCTOR) ## WL 5'-6" ## CHARGER ## 5/8" EXPANSION ANCHORS, EMBED. 3.75", HILTI KB-TZ2 SS ## SWITCHBOARD ## 1/2" EXPANSION ANCHORS, EMBED. 3.75", HILTI KB-TZ2 SS CHARGER (5x5) 5'-0" ## 12"25.00 S.F. 5'-0" CHARGER (7x7.25) 7'-0"8" ## 50.75 S.F. 7'-3" ## SWITCHBOARD (4 BAY) 15'-6" ## 12"77.50 S.F. 5'-0" ## FROST DEPTH ## 3" CLR. ## 2" CLR. ## (TYP.) ## FREEDRAINING, NON-FROST ## SUSCEPTIBLE SOIL BELOW ## SPREAD FOOTING ## NOTE: ## CONTRACTOR TO VERIFY DIMENSIONS WITH EQUIPMENT SUPPLIER PRIOR ## TO CONSTRUCTION. ## NOTE: ## CONTRACTOR TO VERIFY DIMENSIONS WITH EQUIPMENT SUPPLIER PRIOR ## TO CONSTRUCTION. ## PROPOSED 4.5" BOLLARD ## PER DETAIL 5, SHEET C6.0 ## PROPOSED CHARGER ## FOUNDATION 2'-4 3 4 " 7'-0" 7'-3" 2'-9 1 2 " 1'-9"1'-9" ## PROPOSED ## CHARGER 3'-0" 3'-0" 3'-0" 1'-0" 9" ## 30"X48" ACCESSIBLE ## CLEAR SPACE ## 30"X48" ## ACCESSIBLE ## CLEAR SPACE 6 3 4 " 9 1 4 " ## 6" MAX ## HYC400 BASEPLATE DIMENSIONS & CONDUIT WINDOW DETAILS8 ## N.T.S. ## SCALE ## CHARGER FOUNDATION ## CONDUIT EXIT OR END ## FITTING (IF REQUIRED) MAX 2.0in ## NOTE: TO MEET BEND RADIUS REQUIREMENTS, TOP OF CONDUIT SHALL ## BE LESS THAN 2" ABOVE CHARGER FOUNDATION. IF REQUIRED, CONDUIT ## END FITTING SHOULD BE FLUSH WITH CONCRETE ## CONDUIT HEIGHT REQUIREMENT 18.5in 15.7in ## BASE PLATE ## OUTLINE ## SERVICE DOOR ## (REAR) ## CABLE DOOR ## (FRONT) 6.9in11.6in 7.8in 8.0in ## COMMS CONDUIT(S) ## (1" SHOWN) ## POWER ## CONDUITS 1 & 2 ## (MIN 3" - MAX 4") ## 5/8" ANCHOR ## BOLT (X4) ## NOTE: TO MEET EQUIPMENT SPACE AND WIRE REQUIREMENTS, POWER ## CONDUITS MUST BE CENTERED EXACTLY TO THE B-PHASE AS SHOWN. ## HYC400 BASEPLATE DIMENSION ## AND CONDUIT ENTRY LOCATION 3.6in21.6in3.6in 28.8in 26.2in 7.5in 23.0in 1.6in 1.6in ## SERVICE DOOR ## (REAR) 5.2in 5.2in 3.6in 1.6in 5.2in 5.2in 3.6in 1.6in ## CONDUIT ## WINDOW ## CABLE DOOR ## (FRONT) ## TOP FRONT OF ## CHARGER ## BOTTOM FRONT ## OF CHARGER ## HYC400 BASEPLATE DIMENSION ## INSIDE CHARGER HOUSING ## TOP OF CONC. ## NOTE: ## 1.L3 ANCHORS MUST BE A MINIMUM OF 6" FROM EDGE OF EXISTING CONCRETE. ## 2.SEE DETAIL 4, SHEET C6.0 FOR CONCRETE FOUNDATION DIMENSIONS. ℄ ## L3 ANCHORAGE ℄ ## CONCRETE FOUNDATION ## L3 CHARGER ## L3 CHARGER BASE PLATE ## L3 ANCHORAGE: ## (x4) HILTI KB-TZ2 SS 5/8" ## EXPANSION ANCHORS, 3-3/4" ## MIN. EMBED ## L3 CHARGER ANCHORAGE ## N.T.S. ## SCALE 7 ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 296087118 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 15 W MAIN STREET ## GREEN RIVER , ## UT 84525 ## SITE NO.: ## GREEN RIVER/15 W MAIN ST ## MCS ## JG ## MCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 15 W ## MAIN STREET, GREEN RIVER, UT, ## AND IS VALID ONLY AS OF ITS ## ISSUE DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 6671 S LAS VEGAS BLVD SUITE 320, ## LAS VEGAS, NV 89119 Main: (702) 862-3600 | www.kimley-horn.com ©2025 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## C6.0 ## CIVIL DETAILS Page 42 of 134 ## GENERAL NOTES ## UNLESS NOTED OTHERWISE, THE FOLLOWING NOTES RELATING TO THE "SITE ## DETAILS" SHEETS SHALL GOVERN. ## 1.COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE A MINIMUM ## OF 4,000 PSI AT 28 DAYS WITH MAXIMUM W/CM RATIO OF 0.45 AND ## AIR-CONTENT OF 6% +/- 1.5%. ## 2.MINIMUM YIELD STRENGTH OF REINFORCEMENT TO BE 60,000 PSI ## (ASTM-A615). ## 3.REFERENCE CIVIL AND ELEC. DRAWING FOR EQUIPMENT LAYOUT, LOCATION ## OF CONDUIT, ETC. ## 4.FINAL ANCHOR BOLT AND POLE DESIGN INCLUDING SIZE AND ## CONFIGURATION ARE BY MFR. ## 5.BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL ## DIMENSIONS ON THE SITE AND REPORT ANY DISCREPANCIES IMMEDIATELY ## TO THE ENGINEER. ## 6.NO GEOTECHNICAL ENGINEERING REPORT WAS PROVIDED BY THE OWNER. ## FOUNDATION DESIGN IS BASED ON A MINIMUM OF 1,500 PSF NET ALLOWABLE ## BEARING PRESSURE ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL ## UNLESS OTHERWISE NOTED. ## 7.UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL FOUNDATION WORK ## RELATED TO INSTALLATION OF REBAR SHALL BE INSPECTED BY OTHERS. ## 8.KIMLEY-HORN AND ASSOCIATES, INC. IS NOT RESPONSIBLE FOR THE DESIGN ## OF THE EQUIPMENT OR ANCHORAGE TO THE FOUNDATION. MANUFACTURER ## SHALL SUBMIT LOADS TO ENGINEER FOR RECORD KEEPING PURPOSES ## ONLY. ## 9.DESIGN IS BASED ON THE SPECIFIC EQUIPMENT SHOWN IN THESE DRAWINGS ## AND ILLUSTRATED ON THE CUT SHEETS. ## 10.ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE LOCAL DEPARTMENT ## OF TRANSPORTATION SPECIFICATIONS. ## 11.ALL FOUNDATIONS ARE TO INCLUDE COMPACTED SUBGRADE AND MINIMUM ## 6" COMPACTED STONE BASE UNLESS OTHERWISE SPECIFIED. ## NOTE: BOLLARDS ARE NOT DESIGNED FOR FULL 6 KIP IMPACT LOADS UNLESS ## OTHERWISE NOTED AS "VEHICULAR RATED". ## N.T.S. ## SCALE 41 ## N.T.S. ## SCALE 9 ## N.T.S. ## SCALE 5 ## N.T.S. ## SCALE 3 ## N.T.S. ## SCALE 2 ## N.T.S. ## SCALE 12 ## N.T.S. ## SCALE ## SECTION VIEW ## EXISTING SUBGRADE ## EXISTING BASE ## EXISTING PAVEMENT ## PLACE TWO-COAT ASPHALT ## SEAL COAT ACCORDING TO ## SPECIFICATIONS OVER CLEAN, ## DRY SURFACE. FIRST COAT ## SHALL BE SQUEEGEED AND ## SECOND COAT MAY BE SPRAYED ## CRACK SEALING AND ## ASPHALT REPAIRS PER PLAN ## AND SPECIFICATIONS PRIOR ## TO SEAL COAT APPLICATION ## ASPHALT - SEAL COAT 1 ## APPROX. 1 ## NEW BASE COURSE ## NEW ASPHALT ## SURFACE ## EXISTING ## ASPHALT ## SURFACE ## BITUMINOUS ## TACK COAT ## SAW CUT ## FULL DEPTH ## EXISTING AGGREGATE BASE COURSE TO BE ## PROTECTED AND REMAIN UNDISTURBED TO ## PREVENT LOSS OF DENSITY AND SUPPORT ## UNDER EXISTING PAVEMENT ## 1'-0" MIN. ## ASPHALT PAVEMENT JOINT ## ASPHALT PAVEMENT - CUT & PATCH ## NOTES: 1.CUT AND PATCH AREAS SHOWN ON THE PLANS ARE APPROXIMATE IN SIZE AND LOCATION AND MAY BE ADJUSTED AT THE TIME OF ## CONSTRUCTION. ## 2.SURFACE COURSE SHALL BE INSTALLED AT THE SAME TIME AS ADJACENT PAVEMENT REPAIR SURFACE COURSES. ## 2.IF AGGREGATE BASE COURSE IS NOT PRESENT CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY. 3.THE AGGREGATE BASE COURSE SHALL BE INSPECTED BY THE TESTING AGENCY, OWNER, OR DESIGN CONSULTANT AFTER ASPHALT ## REMOVAL AND BASE PREPARATION, PRIOR TO ASPHALT REPLACEMENT. ## SECTION VIEW ## ASPHALT PAVEMENT SURFACE ## COURSE (2-1/2" DEPTH) ## TACK COAT ## (ALL VERTICAL FACES) ## EXISTING SUBGRADE - TO REMAIN ## EXISTING AGGREGATE BASE ## COURSE MEETING MATERIAL ## AND COMPACTION ## REQUIREMENTS - TO REMAIN ## SAWCUT EACH SIDE (TYP.) 1 1 1 1 ## T/2 OR 2" MIN ## NOTES: 1.SEE PREVIOUS DESIGN OR GEOTECH REPORTS FOR PAVEMENT SECTION AND THICKNESS (T). IF NOT AVAILABLE CONTRACTOR ## TO FIELD VERIFY. ## 2.DETAIL APPLIES AT ALL PAVEMENT EDGE CONDITIONS AND PAVEMENT TRANSITIONS FROM ASPHALT TO CONCRETE. ## THICKENED EDGE AT ASPHALT & CONCRETE ## SECTION VIEW ## PROPOSED CONCRETE PAVEMENT ## R1/2" ## FLUSH SURFACE AT EXPANSION JOINT ## BETWEEN ASPHALT AN CONCRETE PAVEMENT ## EXISTING ASPHALT ## PAVEMENT ## SEE PAVEMENT SECTIONS ## DETAIL FOR BASE AND ## SUBGRADE PREPARATION ## TT 8" 4"4" ## CONTRACTOR TO SAWCUT AND ## REPLACE FIRST 48" OF ASPHALT ## PAVEMENT WITH THICKENED EDGE ## CONSTRUCTION JOINT ## CONTRACTION JOINT ## PCC JOINT DETAIL BLOW-UP (TYP.) ## NOTES: ## 1.ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE ## APPLICATION OF THE JOINT SEALANT. ## 2.INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN ## CLEANED AND DRIED IN ACCORDANCE WITH SEALANT ## MANUFACTURER'S REQUIREMENTS. ## 3.INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. ## 4.JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE ## WITH SEALANT MANUFACTURER'S REQUIREMENTS. ## (FIRST PLACEMENT) ## (SECOND PLACEMENT) ## 6"6" MIN. ## EXISTING PAVEMENTNEW PAVEMENT ## DOWEL CLIP ## BY PNA ## 1/4" WIDE BY 1" DEEP ## SAW CUT. FILL WITH ## PAVEMENT SEALANT. ## MAKE SAW CUT ## IMMEDIATELY PRIOR ## TO INSTALLING PAVEMENT ## SEALANT. ## PCC JOINT DETAIL BLOW-UP ## 3/4" SQUARE DOWEL ## FOR 6" THICK PAVEMENTS. ## 1/2" SQUARE DOWEL FOR ## 4" TO 5" THICK PAVEMENTS. ## SPACE DOWELS AT 18" O.C. ## DO NOT GREASE DOWEL. ## APPLY CURING COMPOUND ## TO SLAB FACE AT A ## COVERAGE RATE OF 300 SF ## MAX PER GALLON TO ACT AS ## A BOND BREAKER AT LEAST ## 48 HOURS PRIOR TO PLACING ## NEW SLAB. ## ENSURE GROUT IS FLUSH ## WITH FACE OF EXISTING ## SLAB. ## DRILL 1-1/4" DIA. HOLE FOR ## 3/4" DOWEL AND 1" DIA. HOLE ## FOR 1/2" DOWEL AND INSTALL ## DOWEL WITH NON-SHRINK GROUT. ## SAWCUT FULL DEPTH OF SLAB A DISTANCE ## BACK FROM EXISTING EDGE TO ENSURE A ## STRAIGHT EDGE ALONG ENTIRE LENGTH OF ## PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE ## APPROVAL PRIOR TO SAWCUTTING. ## EQ ## EQ ## CONSTRUCTION JOINT TO EXISTING PAVEMENT ## 1/4" WIDE BY 1" DEEP SAW ## CUT. FILL WITH PAVEMENT ## SEALANT. MAKE SAW CUT ## IMMEDIATELY PRIOR TO ## INSTALLING PAVEMENT ## SEALANT. ## PCC JOINT DETAIL BLOW-UP ## APPLY CURING COMPOUND ## TO SLAB FACE AT A ## COVERAGE RATE OF 300 SF ## MAX PER GALLON TO ACT AS ## A BOND BREAKER AT LEAST ## 48 HOURS PRIOR TO PLACING ## NEW SLAB. ## PAVEMENT ## THICKNESS ## (SEE PLAN) ## EQ ## EQ ## PCC JOINT ## DETAIL BLOW-UP ## PAVEMENT ## THICKNESS ## (SEE PLAN) ## TOP OF ## PAVEMENT 1/8" ## T/2 BUT NOT ## LESS THAN 1/4" ## CLOSED CELL BACKER ## ROD. TYPICALLY 1/8" TO ## 1/4" LARGER THAN JOINT ## WIDTH. ## PAVEMENT SEALANT ## 1/8" FIRST ## SAWCUT ## 1/4" SECOND SAWCUT ## (IF REQUIRED) ## WAIT AS LONG AS FEASIBLE TO SEAL ## JOINTS TO ALLOW CONCRETE ## SHRINKAGE TO OCCUR. IF REQUIRED, ## RE-SAW JOINT IMMEDIATELY PRIOR ## TO INSTALLING SEALANT TO ## ACHIEVE A 1/4 " JOINT WIDTH. ## ENSURE JOINT IS CLEAN, DRY AND ## SIDES PREPARED PER MANUFACTURER’S ## RECOMMENDATIONS. ## T ## 3/4" DIAMETER DOWEL FOR 6" THICK PAVEMENTS ## AND 1/2" DIAMETER DOWEL FOR 4" OR 5" THICK ## PAVEMENTS. DOWELS TO BE 10" LONG CENTERED ## WITH JOINT SPACED AT 18" ON CENTER. ## DOWEL TO BE INSTALLED IN FORM WITH ## AN APPROVED DOWEL BASKET. ## LIGHTLY OIL FULL LENGTH OF DOWEL. ## 1. JOINT SPACING AT 12 FT MAXIMUM ## CONCRETE JOINT DETAILS ## PLAN VIEW ## SECTION A-A ## A ## NOTE: PROVIDE 1/2" EXPANSION ## (TYP) ## 95% STD. PROCTOR (TYP) ## COURSE COMPACTED TO ## 4" AGGREGATE BASE ## (TYP) 5.0' ## 1/2" RADIUS TOOLED JOINT OR ## 1" DEEP SAWED JOINT (TYP.) ## 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. ## EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0'5.0'5.0' ## B 4" 4" 2" ## (TYP) ## B ## A ## SECTION B-B ## PC CONCRETE 6" ## (TYP) ## (TYP) 2" ## SLOPE 1/4" /FT. ## SEE SITE PLAN ## MAX. ## 1/2"R ## (TYP) ## AND ALL FIXED OBJECTS ## JOINT BETWEEN SIDEWALK ## NO. 3 BARS AT 24" O.C. EACH ## WAY MAX. SPACING ## 4" REINFORCED PORTLAND CEMENT ## CONCRETE WITH MINIMUM 3500 PSI ## 28 DAY COMPRESSIVE STRENGTH ## CONCRETE SIDEWALK ## CONCRETE CURB DETAIL 6" 20" ## 1/2" AT TURF, ## 2" AT PLANTER 7" 6" ## STEEL TROWEL FINISH CONC. CURB W/ ROUNDED EDGES ## (PROVIDE EXPANSION JOINT AT 45'-0" O.C. MAX. - TOOLED ## JOINTS AT 15'-0" O.C. MAX.) 6" ## R=1-1/2" ## R=1/4" ## PATCH OR REPAIR ## EXISTING PAVEMENT ## AS REQUIRED ## CLEAN COMPACTED GRAVEL ## NOTES: ## 1.SAW CUT AREA TO BE REPAIRED/REPLACED. DISPOSE OF DEBRIS ## PROPERLY OFF SITE. ## 2.INSTALL FORMS AS NECESSARY. ## 3.COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE COMPACTION ## 95% MAX STANDARD PROCTOR. ## 4.CONCRETE TO BE 4000 PSI AIR ENTRAINED CONCRETE. ## 5.INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET. 8 ## N.T.S. ## SCALE ## 0" CONCRETE CURB ## NOTES: ## 1.CONCRETE SHALL BE 4000 PSI. ## 2.ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED ## 3.CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE ## PLACED AT 15' INTERVALS O.C. ## 4.WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN ## WITH JOINTS IN THE WALK. ## 1/2" R ## 1" R 6" 9" 12" ## PROPOSED ## PAVEMENT ## PER PLAN ## PROPOSED ## PAVEMENT ## PER PLAN 7 ## N.T.S. ## SCALE 6 ## N.T.S. ## SCALE 11 ## N.T.S. ## SCALE 10 ## N.T.S. ## SCALE ## CONCRETE SIDEWALK SECTION ## NOTES: 1.ALL SIDEWALK SHALL BE CONSTRUCTED WITH CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. ## 2.P ROVIDE 1/2" EXPANSION JOINTS AT 20', MAXIMUM, SPACING AND FILLED WITH PREMOLDED BITUMINOUS EXPANSION JOINT FILLER MATERIAL OR REDWOOD. EXPANSION JOINTS ## SHALL HAVE #4 DOWELS, LUBRICATED, 18" LONG, AT 12" CENTERS, 6" FROM EDGE . ## 3.PROVIDE 3/8" GROOVED CONTROL JOINTS AT 5' CENTERS . ## 4.WELDED WIRE FABRIC (6X6-6X6) SHALL BE INSTALLED THROUGH DRIVEWAYS AT 2" ABOVE SLAB BOTTOM. 5.PROVIDE 1/2" BITUMINOUS EXPANSION JOINT FILLER MATERIAL WHERE WALK ABUTS EXISTING IMPROVEMENTS AND AT ALL CHANGES IN GRADE . 6.USE 2-#4 REINFORCING BARS, 10' LONG OVER ALL UTILITY TRENCHES FOR NEW SIDEWALK AND CONNECTIONS TO EXISTING SIDEWALK. ## 7.AT DRIVE APPROACHES, SIDEWALK PCC AND BASE THICKNESS SHALL MATCH THAT OF THE DRIVE. ## SECTION VIEW ## CONTROL JOINT 5' ## (MAX.) SPACING ## CONCRETE SIDEWALK WITH ## LIGHT BROOM FINISH ## (SEE PLANS FOR WIDTH) ## INSTALL EXPANSION JOINT ## (SEE DETAIL 9 THIS SHEET) ## COMPACTED SUBGRADE ## 4" (MIN.) COMPACTED FREE-DRAINING ## COARSE AGGREGATE ## CONTINUOUS 6"x6" - W1.4xW1.4 ## W.W.F. ## WITH 8" LAP AT EDGES 5" 4" ## 2" CLR. ## 1/4 OF SLAB THICKNESS ## 1/2" EXP. JOINT ## CONCRETE JOINTS ## NOTES: ## 1.INSTALL SAWCUT JOINTS WITHIN 24 HOURS OF FINISHING CONCRETE. 2.INSTALL CONSTRUCTION JOINTS WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. 3.INSTALL EXPANSION JOINTS @ 15' O.C. (225 S.F.) IN EACH DIRECTION AND AGAINST ASPHALT PAVEMENT AND STRUCTURES. ## CONTROL JOINT ## EXPANSION JOINT ## JOINT SEALANT (3/4" DEEP MIN.) ## 1/2" BACKER ROD ## CONCRETE PAVEMENT ## (PER STANDARD SECTION) ## COMPACTED ## SUB-GRADE ## MINERAL ## AGGREGATE BASE ## POLYURETHANE SEALANTCONCRETE ## PREMOLDED EXPANSION ## JOINT MATERIAL ## 3" SMOOTH TROWEL FINISH ON EACH ## SIDE OF JOINT AND ALONG PERIMETER ## EDGE OF WALKWAY PANELS WHERE ## SHOWN ON DETAILED PLAN ## BROOM FINISHBROOM FINISH ## NOTES: ## 1.CONCRETE SHALL BE MINIMUM 4000 PSI AND SHALL NOT CONTAIN LESS ## THAN FIVE SACKS OF CEMENT PER CUBIC YARD (470 LBS/CY). ## 2.ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED. ## 3.CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED ## AT MAXIMUM 20' INTERVALS O.C.. ## 4.WHERE CONCRETE PAVEMENT IS ADJACENT TO THE CURB & GUTTER THE ## JOINTS SHALL ALIGN WITH JOINTS IN THE PAVEMENT. ## 4.BASE ROCK AND SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH ## THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 6" h+6" ## R= 1 2 " 1 2 " ## HEIGHT PER PLAN (h) ## BASE ROCK ## SUBGRADE 6" ## R= 1 2 " 1'-5 1 2 " ## PAVEMENT 1" ## LANDSCAPING OR NATIVE SOIL, AS ## OCCURS 3 4 " ## R=1" ## 6" CONCRETE CURB AND GUTTER ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 296087118 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 15 W MAIN STREET ## GREEN RIVER , ## UT 84525 ## SITE NO.: ## GREEN RIVER/15 W MAIN ST ## MCS ## JG ## MCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 15 W ## MAIN STREET, GREEN RIVER, UT, ## AND IS VALID ONLY AS OF ITS ## ISSUE DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 6671 S LAS VEGAS BLVD SUITE 320, ## LAS VEGAS, NV 89119 Main: (702) 862-3600 | www.kimley-horn.com ©2025 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## C6.1 ## CIVIL DETAILS Page 43 of 134 1 ## N.T.S. ## SCALE 2 ## N.T.S. ## SCALE 3 ## N.T.S. ## SCALE 4 ## N.T.S. ## SCALE ## SECTION A-A' ## 3. CONSTRUCT PER A.D.A. STANDARDS. ## NOTES: ## DETECTABLE ## WARNINGS DETAIL ## 1. THE SURFACE OF RAMP SHALL HAVE ## DETECTABLE WARNINGS AS SHOWN. ## DETECTABLE WARNINGS SHALL ## CONSIST OF RAISED TRUNCATED ## DOMES. SEE DETECTABLE WARNINGS ## DETAIL. ## 2. RAMP SIDE SLOPE VARIES ## UNIFORMLY FROM A MAXIMUM OF UP TO ## 10% AT CURB TO CONFORM WITH ## LONGITUDINAL SIDEWALK SLOPE ## ADJACENT TO TOP OF THE RAMP. 0.2" 0.9" ## 2.35" O.C. ## 2.35" O.C. ## ELEVATION ## PLAN ## 4. REFER TO PLANS FOR ADJACENT ## SLOPES. ## 5. THE CROSS SLOPE OF THE RAMP ## SURFACE SHALL BE NO GREATER THAN 1:50. ## ROUNDED ## 8.33% MAX. ## 4' MIN. ## LANDING AREA ## NOTE: PREFABRICATED PANELS ## PER A.D.A. ACCESSIBILITY ## GUIDELINES SECTION 4.29.2 & ## A4.29.2 SHALL BE USED. ## 4" AGGREGATE BASE COURSE COMPACTED ## TO 98% OPTIMUM DENSITY PER ASTM D698 ## OR 95% OPTIMUM DENSITY PER ASTM D1557 ## 4' MIN ## 1:12 MAX ## LANDSCAPED ## AREA ## DOMES ARE NOT SHOWN TO SCALE; ## SEE DETECTABLE WARNINGS DETAIL AND ## NOTE 1 ## SIDEWALK LANDING ## FOR COTINUING PATH OF TRAVEL: 2% MAX CROSS ## SLOPE AND 5% MAX RUNNING SLOPE ## FOR LEVEL LANDING: 2% MAX SLOPE IN ALL DIRECTIONS ## 5' MIN ## 2% MAX ## NOTES: ## 1.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL ## COMPLY WITH THE LOCAL, STATE, AND FEDERAL REGULATIONS WHICHEVER ARE MORE ## STRINGENT. ## 2.CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH OF ## THE CURB RAMP AND 3' DEEP OR AS REQUIRED BY THE LOCAL JURISDICTION/ ## GOVERNING AUTHORITIES ## 3.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ## ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET OR EXCEED LOCAL ## REGULATIONS. ## 4.INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW CURB RAMP AND THE ## EXISTING SIDEWALKS. ## 5.WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT ALLOWED. ## 6.NO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE. ## 7.CROSS SLOPE OF THE CURB RAMP SURFACE SHALL BE LESS THAN 2%. ## 8.TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2" WITHIN AN ACCESSIBLE ## ROUTE. ## ACCESSIBLE RAMP ## SECTION A-A' ## PLAN ## A ## A' ## 3. CONSTRUCT PER A.D.A. STANDARDS. ## DETECTABLE ## WARNINGS DETAIL ## 1. THE SURFACE OF RAMP SHALL HAVE ## DETECTABLE WARNINGS AS SHOWN. ## DETECTABLE WARNINGS SHALL ## CONSIST OF RAISED TRUNCATED ## DOMES. SEE DETECTABLE WARNINGS ## DETAIL. ## 2. RAMP SIDE SLOPE VARIES ## UNIFORMLY FROM A MAXIMUM OF UP TO ## 10% AT CURB TO CONFORM WITH ## LONGITUDINAL SIDEWALK SLOPE ## ADJACENT TO TOP OF THE RAMP. 0.2" 0.9" ## 2.35" O.C. ## 2.35" O.C. ## ELEVATION ## PLAN ## 5' MIN. ## DOMES ARE NOT ## SHOWN TO SCALE; SEE ## DETECTABLE ## WARNINGS DETAIL ## AND NOTE 1 ## 4. REFER TO PLANS FOR ADJACENT ## SLOPES. ## 6' MIN. ## 5. THE CROSS SLOPE OF THE RAMP ## SURFACE SHALL BE NO GREATER THAN 1:50. ## SEE SITE PLAN FOR CROSSWALKSTRIPING (IF SHOWN ON PLANS) ## CONCRETE CURB ## PAVED AREA ## SIDEWALK ## CONCRETE CURB ## 10% MAX. ## FLARED ## SIDE ## ROUNDED ## 8.33% MAX. ## 5' MIN. ## LANDING AREA ## 5' MIN. ## LANDING AREA ## NOTE: PREFABRICATED PANELS ## PER A.D.A. ACCESSIBILITY ## GUIDELINES SECTION 4.29.2 & ## A4.29.2 SHALL BE USED. ## 10% MAX. ## FLARED ## SIDE ## 5' MIN. (TYP.) ## DOMES ARE NOT ## SHOWN TO SCALE; ## SEE DETECTABLE ## WARNINGS DETAIL ## AND NOTE 1 ## 5' MIN. ARC ## LENGTH ## 5' MIN. LANDING AREA5' MIN. LANDING AREA ## 4" AGGREGATE BASE COURSE COMPACTED ## TO 98% OPTIMUM DENSITY PER ASTM D698 ## OR 95% OPTIMUM DENSITY PER ASTM D1557 ## 3' MIN. ## OR AS REQUIRED BY ## THE LOCAL ## JURISDICTION/ ## GOVERNING ## AUTHORITIES ## ADA RAMP IN SIDEWALK ## 8.33% MAX ## 2% MAX2% MAX ## 2% MAX ## DETECTABLE WARNING ## TRUNCATED DOME PLAN ## TRUNCATED DOME SECTION 1.20" 2.35" 1.20" 2.35" 0.9" ## AT BASE 0.45" ## AT TOP ## 0.2" HIGH 0.65" ## NOTES: ## 1.CONTRACTOR TO REFERENCE MANUFACTURERS GUIDELINES FOR ## INSTALLATION OF TRUNCATED DOMES. ## 2.COLOR TO BE YELLOW UNLESS NOTED OTHERWISE ## 4' MIN ## 4' MIN ## LANDSCAPED ## AREA ## 1:12 MAX ## LANDSCAPED ## AREA ## MAX 6" RISE ## DETECTABLE WARNING ## (SEE NOTE 2) ## LANDING ## 2% MAX CROSS SLOPE AND ## 5% MAX RUNNING SLOPE ## WIDTH PER PLAN ## (4.0' MIN) 36" ## MAX 6" RISE ## 1:12 MAX ## 4' MIN ## MAX 6" RISE ## 1:12 MAX ## DETECTABLE WARNING ## (SEE NOTE 2 AND 3) ## BUILDING WALL OR 6"X6" ## CURB OR PLANTER 4' 4' ## LANDING ## ACCESSIBLE CURB RAMP ## NOTES: 1.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH THE LOCAL, STATE, AND ## FEDERAL REGULATIONS WHICHEVER ARE MORE STRINGENT. 2.CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE CURB RAMP AND 3' DEEP. GROOVED ## SURFACES ON OUTDOOR CURB RAMPS ARE NOT PERMITTED. VERIFY LOCAL REQUIREMENTS WITH THE BUILDING ## DEPARTMENT. REFER TO TRUNCATED DOMES DETAIL AND REQUIREMENTS IN THE CALIFORNIA BUILDING CODE. 3.PARALLEL CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING 36" DEEP ALONG THE FLUSH TRANSITION BETWEEN ## STREET AND SIDEWALK. REFER TO TRUNCATED DOMES DETAIL. 4.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY ## GUIDELINES, SHALL MEET OR EXCEED LOCAL REGULATIONS. 5.CURB RAMP SURFACES (FLARES AND RAMP) SHALL HAVE A DIFFERENT TEXTURE FROM THE SURROUNDING PAVEMENT. ## 6.CURB RAMPS SHALL BE CONCRETE WITH STRENGTH OF 4000 PSI. ## 7.INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW CURB RAMP AND THE EXISTING SIDEWALKS. ## 8.WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT ALLOWED. ## 9.NO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE. ## 10.CROSS SLOPE OF THE CURB RAMP SURFACE SHALL BE LESS THAN 2%. ## 11.TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2" WITHIN AN ACCESSIBLE ROUTE. ## NOT USED ## N.T.S. ## SCALE 11 9 ## N.T.S. ## SCALE 10 ## N.T.S. ## SCALE ## EX. GRADE ## Ø1'-6" 36" ## 36" OR 6" BELOW ## FROST DEPTH ## WHICHEVER IS ## GREATER ## 6" CLR. ℄ ## 4" FIXED BOLLARD 6" ## NOTES: ## 1.THIS BOLLARD IS NOT RATED FOR VEHICULAR IMPACT. ## SLOPE TO DRAIN ## 4" SCH 40 GALVANIZED STEEL PIPE 1 8 ## " WALL THICKNESS ## TOP OF BOLLARD TO BE CURVED ## UNDISTURBED ## NATIVE SOIL ## MINIMUM 2,500 PSI ## CONCRETE FOOTING ## HIGHLY VISIBLE ## REFLECTIVE TAPE, TYP. ## NOT USED ## N.T.S. ## SCALE 5 ## ACCESS AISLE STRIPING 36" ## O.C. ## MAX. ## PER PLAN ## 6" WHITE STRIPE ## 2 COATS TYP. ## PER PLAN 60.00°' ℄℄ ## EV PARKING STRIPING ## STANDARD EV STALL ## 4" SINGLE SOLID WHITE LINE ## (SSWL) ON CONCRETE ## PAVEMENT. REFERENCE CIVIL ## PLAN FOR DIMENSIONS (TYP.) ## 4" SINGLE SOLID YELLOW ## LINE (SSYL) ON ASPHALT ## PAVEMENT. REFERENCE CIVIL ## PLAN FOR DIMENSIONS (TYP.) ## 18'-0" MIN. ## 9'-0" (MIN.) 6 ## N.T.S. ## SCALE 8 ## N.T.S. ## SCALE 7 ## N.T.S. ## SCALE ## REFER TO THIS SITE PLAN ## FOR SITE SPECIFIC ## DIMENSIONS ## 6" WHITE STRIPES ## 24" O.C. (TYP.) ## 8" WHITE STRIPE ## (TYP. EACH SIDE) ## MATCH EXISTING ## MATCH EXISTING ## NOTES: ## 1.MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE REQUIREMENTS AND AS OUTLINED ## IN SECTION 3B.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND ## HIGHWAYS. ## 2.MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL. ## 3.THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVE WHITE. ## (MODIFIED) ## CROSSWALK MARKING W/ LONGITUDINAL STRIPES ## R-1/2" ## (TYP) 6" 3'-0"6" 2" ## CLEAR ## (TYP) 2" ## CLEAR ## (TYP) ## 6" CLASS "B" ## CONCRETE ## NO. 4 BARS ## 12" O.C. EACH WAY ## 10" TYPE II AGGREGATE ## BASE COMPACTED ## TO 95% RELATIVE DENSITY ## SCARIFY AND ## RECOMPACT ## 6" BELOW ## SUBGRADE 3" 3/4" ## CONCRETE VALLEY GUTTER ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 296087118 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 15 W MAIN STREET ## GREEN RIVER , ## UT 84525 ## SITE NO.: ## GREEN RIVER/15 W MAIN ST ## MCS ## JG ## MCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 15 W ## MAIN STREET, GREEN RIVER, UT, ## AND IS VALID ONLY AS OF ITS ## ISSUE DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 6671 S LAS VEGAS BLVD SUITE 320, ## LAS VEGAS, NV 89119 Main: (702) 862-3600 | www.kimley-horn.com ©2025 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## C6.2 ## CIVIL DETAILS Page 44 of 134 ## N.T.S. ## SCALE ## N.T.S. ## SCALE 21 ## N.T.S. ## SCALE 3 ## SIGN POST ## NOTES: ## 1.TO BE PLACED AT HEAD OF PARKING STALL. ## 2.POST MOUNTED OBJECTS PER ADA CODE SECTION 11B-307.3. ## 3.THIS DETAIL SHALL ONLY BE USED WHEN SIGN POST IS LOCATED ## OUTSIDE OF PARKING LOT PAVEMENT AND 2' MIN. CAR OVERHANG ZONE. ## EXISTING GRADE 6'-6" ## 36" OR 6" BELOW FROST ## DEPTH WHICHEVER IS ## GREATER ## 3" MIN. 1'-0" ## 3" MAX. ## EV PARKING SIGN 1-3/4"x1-3/4" SQUARE POST 12 GA. ## GALV. STEEL ## UNDISTURBED ## NATIVE SOIL 2"x2" SQUARE POST 12 GA. GALV. STEEL W/ (2) 3/8"x2.5" SS BOLTS. ## (1" BOLT TO BOLT SPACING WITH ## 3/4" MINIMUM EDGE) ## CONCRETE BASE 1'-6" 8'-0" ## NOT USED ## ADA LANDING DETAIL ## FINISH GRADE ## SECTION 'A-A' ## PROPOSED CONCRETE ## CURB/GUTTER ## 2% MAX. ## PROVIDE EXPANSION JOINT AT ## TIE IN TO PARKING SURFACE ## ACCESSIBLE STALL(S) & ## AISLE (2% MAX. IN ANY ## DIRECTION) ## COMPACTED SUB-GRADE ## (95% MAX STD. PROCTOR) ## PROPOSED ## CONCRETE LANDING 2% ## MAX ## FINISH ## GRADE ## FINISH ## GRADE ## ACCESSIBLE STALL ## (2% MAX. IN ANY ## DIRECTION) ## ACCESSIBLE AISLE ## (4" STRIPING TO MATCH ## EXISTING ADJACENT ## COLOR) ## NOTES: ## 1.48" MAX HEIGHT OF OPERABLE PART OF SUPERCHARGER HANDLE AT ACCESSIBLE CHARGE POSTS FROM ## SURFACE OF ACCESSIBLE CHARGING AREA. ## 2.CONTRACTOR TO TRANSITION FROM 2% MAX GRADE TO WITHIN ACCESSIBLE CHARGING STALL TO TIE INTO ## THE EXISTING GRADE OF THE AREA ADJACENT TO THE ACCESSIBLE STALL. TRANSITION AREA SHALL ## MAINTAIN POSITIVE DRAINAGE AND PREVENT PONDING WITHIN THE ACCESSIBLE CHARGING AREA. THE TIE ## TO EXISTING GRADE SHALL BE GRADUAL TO AVOID PONDING AND AVOID STEEP GRADE TRANSITIONS IN THE ## ADJACENT PARKING STALL(S) OR DRIVE AISLE. CONTRACTOR SHALL MAINTAIN A 5% MAXIMUM GRADE (OR ## MATCH EXISTING SITE IF STEEPER). ## 3.CONTRACTOR TO SAW CUT CURB/GUTTER AS NEEDED FOR CONSTRUCTION OF ACCESSIBLE CHARGING ## STALL AND LANDING. ## 4.DETAIL IS SCHEMATIC IN NATURE. CONTRACTOR TO REFERENCE PLAN SHEETS FOR SITE GRADING, CURB ## LOCATION AND DIMENSIONS. REFERENCE CONSTRUCTION DETAILS FOR MATERIAL SPECIFICATIONS. ## PER ## PLAN ## 2% MAX. ## (SEE NOTE 2) ## PER PLAN ## PROPOSED CURB/PARKING ## SURFACE TRANSITION AREA ## (SEE NOTE 2) ## PROPOSED CURB ## (MATCH TO EXISTING) ## ACCESSIBLE CHARGING ## SIGNAGE ON SIGN POST ## ALPITRONIC CHARGING ## DISPENSER (DISPENSER ## TO BE INSTALLED FLUSH ## WITH GRADE) ## PROPOSED CONCRETE LANDING ## A-A ## TIE INTO EXISTING ## PAVEMENT & CURB (TYP.) ## NOTES: ## 1.STALL SIGNAGE SHALL BE RETROFLECTORIZED WITH A MINIMUM AREA OF 70 SQ. ## INCHES. ## 2.SIGN SHALL BE VISIBLE FROM THE EVCS IT SERVES. ## 3.SIGN SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT OR WITHIN ## THE PROJECTED VEHICLE SPACE. ## 4.SIGN SHALL BE LOCATED AT THE END OF THE VEHICLE SPACE. ## 5.SIGN SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND ## SURFACE MEASURED TO THE BOTTOM OF THE SIGN. ## 6.SIGNS LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE 80 INCHES MINIMUM ## ABOVE THE FINISHED FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF ## THE SIGN. ## 7.SIGNS MAY ALSO BE PERMANENTLY POSTED ON WALL AT THE INTERIOR END OF ## THE VEHICLE SPACE. ## 8.IONNA SHALL SUPPLY THE VEHICLE STALL SIGNAGE. 1'-0" 6" 1'-6" ## 5' MIN TO ## GRADE (TYP) 1" ## ACCESSIBLE VAN STALL SIGNAGE DETAIL ## EV PARKING SIGN ## (SEE DETAIL, SHEET C2.2) ## N.T.S. ## SCALE 5 ## N.T.S. ## SCALE 6 ## 91" MAX ## 96" O.C. MAX ## SINGLE GATE OPENINGFENCE SECTION 46-1/4" ## 7' MAX ## TYP. ## LINE POST ## GATE ## POST 9' ## NOTES: ## CONTRACTOR TO FOLLOW MANUFACTURER'S INSTALLATION GUIDE AND ## REQUIREMENTS. REFER TO MANUFACTURER'S INSTALLATION GUIDE FOR ## ADDITIONAL INSTALLATION DETAILS. ## ALL POSTS REQUIRE AN INTERNAL GALV STEEL POST STIFFENER. ·LINE & CORNER - 3.5" x 3.5" x 3/16" x 9' ·GATE- 3.5" x 3.5" x 3/16" x 12' ## ·COLOR - WINCHESTER GREY OR SUBSTITUTE ## ·CAP - FLAT OR SUBSTITUTE ## ·PANIC DOOR HARDWARE FOR GATE ## ·EXTERIOR TREX ENCLOSURE SHALL BE PAINTED WITH EXTERIOR ## GRADE PAIN; COLOR SHALL BE GLIDDEN PPG1026-4 (KARMA) OR ## COLOR MATCHED EQUIVALENT FROM ANOTHER BRAND. ## CORNER ## POST ## 72" MIN ## 12" MIN ## SLOPE TOP OF FOOTING ## (WHERE NOT SURROUNDED ## BY CONCRETE SLAB) ## TYP. ## MIN 2500 PSI CONCRETE ## TYP. ## NOTE: ## THIS POST FOOTING DESIGN ## APPLIES TO ALL POST TYPES. ## TREX SECLUSION FENCE DETAIL 13 ## C6.1 ## KEYSAFE PRO S7 ## (PROVIDED BY ## CONTRACTOR) ## LOCK WITH KEYPAD DETAIL ## OUTSIDE COMPOUND ## INSIDE COMPOUND ## 41" ABOVE FINISH GRADE ## LOCKEY STYLE 285P MED ## DUTY LEVER WITH ## PASSAGE FOR PANIC EXITS ## TREX FENCE ## POST (TYP.) ## TREX GATE (TYP.) ## MAX GUARD ## PANIC BAR ## PANIC BAR ## (INSIDE) ## TREX GATE (TYP.) ## MAX GUARD ## PANIC BAR ## TREX FENCE ## POST (TYP.) ## PANIC BAR ## LOCKEY COMPATIBLE ## PANIC SHIELD ATTACHED ## TO TREX FENCE POST ## NOTE: ## CONTRACTOR SHALL UTILIZE LOCKEY STYLE 285P MED ## DUTY LEVER WITH PASSAGE FOR PANIC EXITS, OR ## APPROVED EQUAL WITH COLOR TO MATCH. PURCHASE ## ACCESSORIES AS NECESSARY. ## N.T.S. ## SCALE 4 ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 296087118 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 15 W MAIN STREET ## GREEN RIVER , ## UT 84525 ## SITE NO.: ## GREEN RIVER/15 W MAIN ST ## MCS ## JG ## MCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 15 W ## MAIN STREET, GREEN RIVER, UT, ## AND IS VALID ONLY AS OF ITS ## ISSUE DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 6671 S LAS VEGAS BLVD SUITE 320, ## LAS VEGAS, NV 89119 Main: (702) 862-3600 | www.kimley-horn.com ©2025 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## C6.3 ## CIVIL DETAILS Page 45 of 134 ## (10) JF ## (1) SI ## (22) BG ## (6) BG ## (21) JF ## (1) SI ## (8) TD ## (7) QB 200 201 203 204 7022 7023 7024 7025 ## "FIBER OPTIC" ## "NO PARKING" ## FIBER ## OPTIC ## CABINET ## "CAUTION" ## BUILDING ## RE=926.10 ## IE 8" (W)=913.90 ## RE=925.70 ## IE (SE)=923.20 ## RE=925.67 ## IE (NE/NW)=923.37 ## IRON PIPE ## CAPPED "8612" ## 1" IRON PIPE ## OWNER: SPECIAL X PROPERTIES LLC ## PID: 32-117-21-23-0027 ## ABANDONED LIGHT ## POLE BASE (TYP.) ## OWNER: CIC NO. 0190 PARKWOOD MANOR CONDOMINIUM ## (MULTIPLE OWNERS) ## L=50.00 ## R=946.71 ## Δ=3°01'34" ## S89°21'34"E 207.86 ## N64°18'27"E 290.00 ## N01°34'10"E 127.34 ## CCS 1A ## CCS 1B ## CCS 2A ## CCS 2B ## CCS 3A ## CCS 3B ## CCS 4A ## CCS 4B ## NACS 5A ## NACS 5B ## NACS 7B ## NACS 7A ## NACS 6B ## NACS 6A ## PROPOSED EV PARKING SIGN (TYP.) ## PROPOSED ## 6" CONCRETE ## CURB (TYP.) ## PROPOSED TRANSFORMER ON ## CONCRETE PAD (LOCATION TO BE ## COORDINATED WITH LOCAL ## UTILITY PROVIDER) ## PROPOSED ## PET WASTE STATION ## PROPOSED CURB TO TIE ## INTO EXISTING ## (TYP.) ## EXISTING BUILDING ## PROPOSED ## CONCRETE DRIVEWAY APRON ## (TYP.) ## PROPOSED ## 5FT WIDE CONCRETE ## SIDEWALK (TYP.) ## PROPOSED SWITCHGEAR ON ## CONCRETE PAD (LOCATION TO BE ## COORDINATED WITH LOCAL ## UTILITY PROVIDER) ## PROPOSED ## 10' X 10' DUMPSTER ENCLOSURE ## PROPOSED ## MONUMENT SIGN ## PROPOSED ## LIGHT POLE (TYP.) ## PROPOSED CHARGER ON A 5' X 5' ## CONCRETE PAD TO BE MOUNTED ## WITH FLUSH CURB (TYP.) ## PROPOSED MINI CANOPY ## (DESIGNED BY OTHERS) (TYP.) ## PROPOSED ## TREX FENCING ## (TYP.) ## PROPOSED ## BIKE RACK ## PROPOSED ## SEATING AREA ## EXISTING SIDEWALK LOCATED BY AERIAL ## PHOTOGRAPHY AND SHOULD BE CONSIDERED ## APPROXIMATE ## VERNON AVENUE SOUTH ## (80' WIDTH RIGHT-OF-WAY) ## EDEN PRAIRIE ROAD ## (60' WIDTH RIGHT-OF-WAY) 5'-0" ## EXISTING UTILITIES ## (TYP.) ## EXISTING TREE TO REMAIN (TYP.) ## SYMBOLCODEQTYBOTANICAL NAMECOMMON NAMECONT.CAL.HEIGHT ## TREES ## QB 7 ## QUERCUS BICOLOR ## SWAMP WHITE OAKB&B ## 2.5" MIN. ## SI2SYRINGA RETICULATA 'IVORY SILK'IVORY SILK JAPANESE TREE LILACB&B ## 1.5" MIN. ## TD 8 ## THUJA OCCIDENTALIS 'GREEN GIANT'GREEN GIANT ARBORVITAEB&B ## 6' MIN. ## SYMBOLCODEQTYBOTANICAL NAMECOMMON NAMECONT.HEIGHT ## SHRUBS ## BG 28 ## BUXUS X 'GREEN MOUNTAIN'GREEN MOUNTAIN BOXWOOD #5 (24") ## 24" MIN. ## JF31 ## JUNIPERUS CHINENSIS 'SEA GREEN'SEA GREEN JUNIPER #5 (24") ## 24" MIN. ## SYMBOLCODEQTYBOTANICAL NAMECOMMON NAMECONT.NATIVE ## GROUND COVERS ## FA ## 1,719 SF ## FESTUCA ARUNDINACEATALL FESCUESOD ## PLANT SCHEDULE ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## NORTH 0 ## GRAPHIC SCALE IN FEET ## WHEN PRINTED AT FULL SIZE (24"x36") 1051020 1" = 10' ## L1.0 ## LANDSCAPE PLAN ## NOTES: ## 1.CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS IN THE FIELD ## AND IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED ## LANDSCAPE MATERIALS. CONTRACTOR SHALL NOTIFY THE ## LANDSCAPE ARCHITECT OF ANY SUCH CONFLICTS PRIOR TO ## INSTALLATION. ## 2.LANDSCAPE BEDS SHALL BE MULCHED WITH TRIPLE SHREDDED ## HARDWOOD MULCH TO A DEPTH OF 3". ## 3.REFER TO SHEET L2.0 LANDSCAPE DETAILS FOR ASSOCIATED ## LANDSCAPE INSTALLATION DETAILS AND NOTES. Page 46 of 134 ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## KARKAR ## EGS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## L2.0 ## LANDSCAPE DETAILS ## FG ## STANDARD TREE PLANTING 1/2" = 1'-0" ## TREE PLANTING NOTES: ## 1.FOR CONTAINER PLANTS, REMOVE CONTAINER & SCARIFY ROOT MASS PRIOR TO PLANTING. ## 2.FOR B&B PLANTS, COMPLETELY REMOVE TOP HALF OF WIRE BASKET AND BURLAP MATERIAL; ## REMOVE ALL TWINE, ROPE AND WIRE FROM ROOT BALL. ## 3.SET ROOT BALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOT BALL IS 2-3" ABOVE ## FINISHED GRADE. TAMP SOIL FIRMLY AROUND BOTTOM OF ROOT BALL TO SET TREE PLUMB. ## 4.DIG & TURN PLANTING SOIL TO REDUCE COMPACTION. LIGHTLY TAMP SOIL AROUND ROOT BALL IN ## 6" LIFTS TO BRACE THE TREE. DO NOT OVER-COMPACT. MIX COMPOST INTO EACH LIFT OF BACKFILL ## AS RECOMMENDED IN SOIL REPORT. POUR WATER AROUND ROOT BALL TO SETTLE SOIL, AND ## BACKFILL AS REQUIRED TO MEET REQUIRED FINISHED GRADE. 5.A 3" HIGH x 8" WIDE BERM SHALL BE MADE AROUND THE ROOT BALL EDGE. ## 6.PRUNE TREES ONLY AS NEEDED TO REMOVE DEAD OR BROKEN BRANCHES. ## SECTION VIEW ## PLAN VIEW 6" 8" MIN. 2x ## ROOT BALL WIDTH ## PLACE STRAPS AWAY FROM ## BRANCHES ALONG MAIN LEADER ## 3/4" FLAT WOVEN POLYESTER ## STRAP (ARBORTIE GREEN OR ## APPROVED EQUAL) ## ATTACH STRAP TO STAKE ## WITH KNOTS OR NAILS ## (3) STAKES OR ANCHORS ## EQUALLY SPACED AROUND TREE ## ROOT BALL ## WOVEN STRAP (TYP.) ## PLANTING HOLE ## 6" DIA. CLEAR OF MULCH ## AT ROOT FLARE; DO NOT ## PLACE MULCH AGAINST ## TRUNK ## 3" MULCH DEPTH (SEE ## GENERAL LANDSCAPE NOTES) ## FINISHED GRADE ## SEE NOTE 3 ## SCARIFY BOTTOM & LOOSEN ## SIDES OF PLANTING PIT ## LOOSENED PLANTING SOIL ## BACKFILL (SEE NOTE 4) ## UNDISTURBED SOIL ## SET TREE PLUMB AND ## CENTERED IN PLANTING PIT ## 2"x2"x24" WOODEN STAKE ## OR METAL ANCHOR DRIVEN ## INTO UNDISTURBED SOIL 1 ## C2.1 ## EQUALEQUALEQUAL ## EVERGREEN TREE PLANTING 1/2" = 1'-0" ## EVERGREEN TREE ## INSTALL TREE PLUMB ## ROOT FLARE SHALL BE EXPOSED, ## MULCH SHOULD NOT BE WITHIN 3" ## OF TREE TRUNK ## TOP OF ROOTBALL SHALL BEAR SAME ## RELATIONSHIP TO FINISHED GRADE ## AS TO PREVIOUS EXISTING GRADE IN ## NURSERY ## PLACE ROOT BALL ON SUBSOIL: KEEP ## ROOTBALL INTACT DURING ## INSTALLATION. REMOVE TOP 2 3 ## OF ## WIRE BASKET IF APPLICABLE AND ## FOLD BACK TOP 2 3 ## OF BURLAP. ## 3" MULCH DEPTH (SEE GENERAL ## LANDSCAPE NOTES) ## EXCAVATE HOLE TO ## DIAMETER 3X WIDER THAN ## ROOTBALL. BACKFILL HOLE ## WITH PLANTING SOIL MIX ## COMPACTED SUB GRADE ## EXCAVATE SUBSOIL AS REQUIRED TO ## PLACE ROOTBALL AT PROPER ## ELEVATION. PLACE ROOTBALL ## DIRECTLY ON COMPACTED OR ## UNDISTURBED SOIL. 2 ## C2.1 ## SHRUB AND ORNAMENTAL GRASS PLANTING 1/2" = 1'-0" ## SECTION ## SHRUB AND ORNAMENTAL GRASS PLANTING NOTES: ## 1.ALL PLANT MATERIAL PRICING SHALL INCLUDE MULCH, BED PREPARATION, AND STAKING. ## 2.ALL PLANTING BEDS SHALL RECEIVE 3" (THREE INCHES) OF MULCH. ## 3.PLANT MATERIAL SPACING SHOWN ON LANDSCAPE PLANS SHALL OVERRIDE TYPICAL PLANT SPACING INDICATED ## ON PLANT SCHEDULE. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFYING ALL PLANT SPACING AND MAKING ## MINOR FIELD ADJUSTMENTS DUE TO UTILITY CONFLICTS. ## 4.ALL SHRUBS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT 'AMERICAN STANDARDS FOR ## NURSERY STOCK' PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.) ## 5.SOIL ANALYSIS SHALL BE OBTAINED PRIOR TO PLANTING. SOIL SHALL BE AMENDED AS RECOMMENDED BY ## CERTIFIED TESTING AGENCY. ## 6.SEE PLAN FOR SPACING. 3" 1" ## Y ## Y / 2 ## X/2 ## X ## SET GRASS / SHRUB PLUMB (TYP.) ## FINISHED GRADE ## SET MIN. 2"-3"ABOVE ## FINISHED GRADE ## LOOSEN SUBGRADE AND ## REMOVE ROCK AND ## OTHER DEBRIS ## COMPACT PLANTING MIX ## TO PREVENT SETTLING ## PLANTING MIX BACKFILL ## PER SPECIFICATIONS ## COMPLETELY REMOVE ## CONTAINER OR BURLAP AND ## LIGHTLY SCARIFY ROOT MASS ## LEAVE AREA ADJACENT TO ## NEWLY PLANTED SHRUBS ## AND ORNAMENTAL GRASSES ## UNMULCHED TO SIX (6) ## INCHES FROM CENTER ## MULCH 3" DEPTH (SEE ## GENERAL LANDSCAPE NOTES) ## C2.1 3 ## GROUNDCOVER PLANTING 1/2" = 1'-0" ## GROUNDCOVER PLANT ## 3" MULCH DEPTH (SEE GENERAL ## LANDSCAPE NOTES) 4" HIGH x 8" WIDE BERM ## CONSTRUCTED AROUND ## EDGE OF BED ## FINISHED GRADE ## UNDISTURBED SOIL ## SCARIFY BOTTOM AND SIDES OF ## PLANTING PIT ## PLANTING SOIL: LIGHTLY TAMP ## SOIL AROUND ROOT BALL TO ## BRACE PLANT ## GROUNDCOVER NOTES: ## 1.SPLIT PLANT ROOTS WITH 2-3 EQUALLY SPACED VERTICAL CUTS 4 ## C2.1 ## X ## EQ.EQ. ## X ## PLANT (TYP.) ## PLANT SPACING NOTES: ## 1.SEE PLANTING PLAN FOR GROUNDCOVER PLANTING AREAS. ## 2.PLANTS SHALL BE INSTALLED IN STRAIGHT AND PARALLEL ROWS UNLESS OTHERWISE SHOWN ON DRAWINGS. ## 3.SEE PLANT SCHEDULE FOR PLANT SPACING REQUIREMENTS ("X" DIMENSION IN THIS DETAIL). ## PLANT SPACING 1/2" = 1'-0" 5 ## C2.1 ## GENERAL LANDSCAPE NOTES: ## 1.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. ## 2.ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST. ## 3.ALL TREES MUST HAVE A STRAIGHT TRUNK AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. ## 4.ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER ## INSTALLATION. ## 5.ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6.ALL TREES LOCATED WITHIN VEHICLE SIGHT TRIANGLES SHALL BE BRANCHED MIN. 8' (MEASURED FROM ADJACENT ## PROJECTED CURB LINE ELEVATION) PER ANSI Z60.1 STANDARDS FOR HEIGHT OF BRANCHING - STREET TREES. ## 7.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. ANY EXISTING LANDSCAPE AREAS THAT ARE ## DISTURBED MUST BE MULCHED TO MATCH EXISTING MULCH FOUND WITHIN LANDSCAPE AREA. MULCH TO BE ## THREE(3) INCHES OF DOUBLE SHREDDED HARDWOOD DESIGNER MULCH IN DARK BROWN. ## 8.LOCATION OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASE UPON THE BEST AVAILABLE ## INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE ## RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING ## THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO ## UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE ## CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR COORDINATING ALL UTILITY ADJUSTMENTS WITH FINAL ## FINISHED GRADE. ALL UTILITIES SHALL SIT FLUSH WITH FINISHED GRADES (BOTH PAVED AND LANDSCAPED ## SURFACES). ## 9.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THE LANDSCAPE PLANS BEFORE ## PRICING THE WORK. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE BROUGHT TO ## THE ATTENTION OF THE PROJECT LANDSCAPE ARCHITECT AND ANY FIELD ADJUSTMENTS OR QUANTITY ## ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO ORDERING AND PLANTING. ## 10.THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: ## WATERING, SPRAYING, MULCHING, WEEDING, FERTILIZING, ETC.) OF THE PLANTING AREAS AND LAWN UNTIL ## SUBSTANTIAL COMPLETION. 11.THE CONTRACTOR SHALL COMPLETELY WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ## ON THE DATE OF SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS ## BEFORE OR AT THE END OF THE WARRANTEE PERIOD. ## 12.THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIAL PRIOR TO ## INSTALLATION. CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT A MINIMUM OF ONE (1) WEEK IN ## ADVANCE TO SCHEDULE STAKING. 13.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO SUBSTANTIAL COMPLETION OF THE ## WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, ## QUANTITY, AND SIZE MEETING ALL PLANT SCHEDULE SPECIFICATIONS. ## 14.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ## ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. ## 15.SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE ## MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. ## 16.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR ## COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 17.THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO PREVIOUS ## GRADE AND GROWING CONDITIONS. ## 18.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. ## 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEETBOTH MINIMUM ## SIZE AND SPACING FOR TREE AND THE EDINA CODE OF ORDINANCES. FAILURE TO INSTALL PLANT MATERIAL PER ## THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. CONTRACTOR SHALL BE ## RESPONSIBLE FOR SCHEDULING INSPECTIONS OF PLANT MATERIAL. ## 20.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES & ORDINANCES REGARDING LANDSCAPING. GENERAL ## CONTRACTOR IS TO CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION DEBRIS PRIOR TO FINAL INSPECTION. ## 21.THE CONTRACTOR SHALL INSTALL PERMEABLE NON-WOVEN GE0TEXTILE UNDER PLANTING BED MULCH IN ALL ## LANDSCAPE BEDS TO PREVENT WEED GROWTH. ## SOIL AMENDMENT NOTES: 1.SOIL INSTRUCTIONS FOR ALL NEW PLANTING AREAS (INCLUDING SEED AREAS) AT PREVIOUSLY PAVED LOCATIONS: ## REMOVE ALL PAVEMENT, GRAVEL SUB-BASE, AND CONSTRUCTION DEBRIS. FOR ALL AREAS TO RECEIVE TREES, ## SHRUBS, GROUNDCOVERS, AND / OR ORNAMENTAL GRASSES; THE CONTRACTOR SHALL REMOVE EXISTING SOIL AND ADD 24" OF NEW TOPSOIL TO MEET THE PLANTING MIX STANDARDS. TOPSOIL SHALL BE TESTED BY A CERTIFIED SOIL ## TESTING AGENCY AND SHALL BE AMENDED PER THE RECOMMENDATIONS FOUND WITHIN THE SOILS ANALYSIS. FOR ## ALL AREAS TO RECEIVE SOD AND / OR SEED; THE CONTRACTOR SHALL REMOVE EXISTING SOIL AND ADD 3" OF NEW ## TOPSOIL TO MEET THE PLANTING MIX STANDARDS. TOPSOIL SHALL BE TESTED BY A CERTIFIED SOIL TESTING ## AGENCY AND SHALL BE AMENDED PER THE RECOMMENDATIONS FOUND WITHIN THE SOILS ANALYSIS. 2.SOIL INSTRUCTIONS FOR ALL EXISTING PLANTING AREAS (NOT PREVIOUSLY PAVED LOCATIONS): THE CONTRACTOR ## SHALL TAKE A MINIMUM OF FOUR (4) SAMPLES THROUGHOUT THE PROJECT SITE AND SHALL SUBMIT THEM TO BE ## TESTED TO A CERTIFIED SOIL TESTING AGENCY. THE CONTRACTOR SHALL AMEND ALL EXISTING SOIL WITHIN ## EXISTING DISTURBED PLANTING AREAS PER THE RECOMMENDATIONS FOUND WITHIN THE SOILS ANALYSIS. AREAS ## TO RECEIVE TREES, SHRUBS, GROUNDCOVERS, AND / OR ORNAMENTAL GRASSES SHALL BE AMENDED TO A DEPTH ## OF 6” MINIMUM. AREAS TO RECEIVE SOD SHALL BE AMENDED TO A DEPTH OF 3” MINIMUM. Page 47 of 134 ## GENERAL NOTES ## 1.FOLLOW AND ADHERE TO ALL MANUFACTURERS INSTALLATION INSTRUCTIONS. ## 2.ALL BACKFILL AND COMPACTION SHALL COMPLY WITH GEOTECH REPORT. ## 3.ALL ELECTRICAL TERMINATIONS SHALL BE TORQUED TO MANUFACTURERS' SPECIFICATIONS. ## WHERE THEY ARE NOT SPECIFIED, REFER TO UL STANDARDS 486A AND 486B. FINAL TORQUE ## TEST DOCUMENTATION SHALL BE PROVIDED TO OWNER OR HIS REPRESENTATIVE, WITH ONE OR ## THE OTHER IN WITNESS AT RANDOM TIMES. ## 4.LINE AND LOAD CONDUCTORS SHALL BE BRACED AND SUPPORTED (LASHED, HELD FIRMLY IN ## PLACE) IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S SPECIFICATIONS AND ## NECA/IBEW APPROVED INSTALLATION PRACTICES. ## QUALITY ASSURANCE NOTES ## EQUIPMENT SPECIFICATIONS ## THE FOLLOWING EQUIPMENT SPECIFICATION AND SUBMITTALS SHALL BE PROVIDED TO AND ## APPROVED BY THE ENGINEER OF RECORD PRIOR TO INSTALLATION: ## ·ELECTRICAL EQUIPMENT INCLUDING: SWITCHGEAR, PANELBOARDS, AND SAFETY SWITCHES. ## ·CONDUCTORS AND CABLES INCLUDING: LOW VOLTAGE CABLES, AND CONTROL CABLES ## ·PROTECTIVE DEVICES INCLUDING: CIRCUIT BREAKERS, FUSES, RELAYS, AND PROTECTION ## SETTINGS. ## ·ELECTRIC VEHICLE CHARGING STATIONS ## ·LIGHTING (IF APPLICABLE) ## A, AMPSAMPERES ## ABANCHOR BOLT ## A/CAIR CONDITIONER ## ACALTERNATING CURRENT ## AFAMPERE FRAME ## AFFABOVE FINISHED FLOOR ## AFGABOVE FINISHED GRADE ## AICAMPERE INTERRUPTING CURRENT ## ALALUMINUM ## ASAMPERE SWITCH ## ATAMPERES TRIP ## ATSAUTOMATIC TRANSFER SWITCH ## AWGAMERICAN WIRE GAUGE ## BCBARE COPPER ## BLDGBUILDING ## BMSBUILDING MANAGEMENT SYSTEM ## CCONDUIT ## CBCIRCUIT BREAKER ## CCCENTER TO CENTER ## CCS1/CCS2 COMBINED CHARGING SYSTEM TYPE 1/2 ## CECCALIFORNIA ELECTRICAL CODE ## CHAdeMOCHArge de MOve (EV CHARGING STANDARD) ## CKTCIRCUIT ## ℄CENTER LINE ## CLGCEILING ## CLRCLEAR ## CO CONDUIT ONLY WITH PULL ROPE ## CONCCONCRETE ## CUCOPPER ## DBDIRECT BURIAL ## DC DIRECT CURRENT ## DIA DIAMETER ## DN DOWN ## DP DISTRIBUTION PANEL ## DWG DRAWING ## EMEMERGENCY ## EGC EQUIPMENT GROUNDING CONDUCTOR ## EMT ELECTRICAL METALLIC TUBING ## EPO EMERGENCY POWER OFF ## EQ EQUAL ## EQUIPEQUIPMENT ## EVELECTRIC VEHICLE ## (E) EXISTING ## FA FIRE ALARM ## FACP FIRE ALARM CONTROL PANEL ## FLA FULL LOAD AMPERES ## (F) FUTURE ## GEC GROUNDING ELECTRODE CONDUCTOR ## GND GROUND ## GALV GALVANIZED ## GRS GALVANIZED RIGID STEEL ## GFCI GROUND FAULT CIRCUIT INTERRUPTER ## HH HANDHOLE ## HOA HAND-OFF-AUTO ## HP HORSEPOWER ## HVHIGH VOLTAGE ## HVACHEATING, VENTILATION, AIR CONDITIONING ## HZ HERTZ ## IMC INTERMEDIATE METAL CONDUIT ## ISC INTERRUPTING SHORT CIRCUIT ## IG ISOLATED GROUND ## INST INSTANTANEOUS ## JB JUNCTION BOX ## KAIC KILO AMPERES INTERRUPTION CAPACITY ## KCMIL KILO CIRCULAR MILS ## KV KILOVOLTS ## KVA KILOVOLT-AMPERES KW KILO WATTS ## KWH KILO WATT-HOURS ## LCP LIGHTING CONTROL PANEL ## LTG LIGHTING ## MAXMAXIMUM ## MCC MOTOR CONTROL CENTER ## MCB MAIN CIRCUIT BREAKER ## MCPMOTOR CIRCUIT PROTECTOR ## MFRMANUFACTURER ## MHMANHOLE ## MIN MINIMUM ## MISCMISCELLANEOUS ## MLOMAIN LUGS ONLY ## MTD MOUNTED ## MSB MAIN SWITCHBOARD ## MSG MAIN SWITCHGEAR ## MV MEDIUM VOLTAGE ## MVA MEGA VOLT AMPERES ## (N)NEW ## N NEUTRAL ## NCNORMALLY CLOSED ## NECNATIONAL ELECTRICAL CODE ## NIC NOT IN CONTRACT ## NL NIGHT LIGHT ## NO NORMALLY OPEN ## NRTL NATIONAL RECOGNIZED TESTING ## LABORATORY ## NTS NOT TO SCALE ## OFCI OWNER FURNISHED ## CONTRACTOR INSTALLED ## OH OVERHEAD ## PH, ØPHASE ## PB PUSHBUTTON ## PDU POWER DISTRIBUTION UNIT ## PNLPANEL ## POCCPOINT OF COMMON CONNECTION ## PV PHOTOVOLTAIC ## PVC POLYVINYL CHLORIDE ## RELTREDUCED ENERGY LET THROUGH ## (R) EXISTING TO BE REMOVED ## (RE) NEW LOCATION OF RELOCATED DEVICE ## (RL) EXISTING TO BE RELOCATED ## SCA SHORT CIRCUIT AVAILABLE ## SEC SECONDARY ## SPECS SPECIFICATIONS ## STD STANDARD ## STP SHIELDED TWISTED PAIR ## SWBD SWITCHBOARD ## SYM SYMMETRICAL ## TBD TO BE DETERMINED ## TD TIME DELAY ## TELTELEPHONE ## TVSSTRANSIENT VOLTAGE ## SURGE SUPPRESSION ## TYPTYPICAL ## UG UNDERGROUND ## ULUNDERWRITERS LABORATORIES ## UONUNLESS OTHERWISE NOTED ## UPBUNDERGROUND PULLBOX ## UTPUNSHIELDED TWISTED PAIR ## VVOLTS ## VAVOLT-AMPERES ## VFDVARIABLE FREQUENCY DRIVE ## VFIVACUUM FUSED INTERRUPTER ## VPVAPORPROOF ## W WATTS, WIRE ## WH WATER HEATER ## WP WEATHERPROOF ## WT WATERTIGHT ## XFMRTRANSFORMER ## XLPE CROSS-LINKED POLYETHYLENE ## XP EXPLOSION PROOF ## ABBREVIATIONS ## 1.AT ALL TIMES THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF JOB SITE, ## INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ENGINEERS JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ## ADEQUACY OF THE CONTRACTORS SAFETY MEASURES. ## 2.THE CONTRACTOR SHALL MAKE AN EXAMINATION OF THE SITE AND COMPARE THE SITE WITH THE DRAWINGS AND ## SPECIFICATIONS AND SATISFY HIMSELF AS TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. THE ## CONTRACTOR SHALL ASCERTAIN AND CHECK THE LOCATIONS OF ANY EXISTING STRUCTURES OR EQUIPMENT WHICH ## MAY AFFECT WORK THAT HAS TO BE PERFORMED, NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE IN ## CONTRACTOR'S BEHALF FOR ANY EXPENSE TO WHICH THE CONTRACTOR MAY BE PUT DUE TO FAILURE OR NEGLECT ## BY CONTRACTOR TO MAKE SUCH EXAMINATION. ## 3.ALL WORK SHALL BE COORDINATED WITH THE OWNER TO MAINTAIN CONTINUITY OF SERVICE AND MAXIMUM ## UTILIZATION OF THE OWNERS FACILITY. 4.ELECTRICAL WORK SHALL CONFORM TO THE NEC AND CURRENT ISSUES OF ALL NFPA, IBC, IFC, ANSI, OSHA, ASTM, ## NEMA, AND OTHER NATIONALLY PUBLISHED CODES OR STANDARDS SHALL APPLY TO THIS WORK UNLESS LOCAL ## JURISDICTION SUPERSEDES. THE MOST STRINGENT CODES SHALL APPLY. ## 5.NOTHING IN THE DRAWINGS OR SPECIFICATIONS IS INTENDED TO ALLOW A VIOLATION OF ELECTRICAL WORKING ## SPACE AROUND ELECTRICAL EQUIPMENT REQUIREMENT. ANY DEVIATION FROM THIS REQUIREMENT SHALL BE ## APPROVED IN WRITING, BY THE ENGINEER. THE CONTRACTOR SHALL RELOCATE ANY EQUIPMENT IN VIOLATION OF ## THE ELECTRICAL CODE AT HIS OWN COST. 6.PROVIDE PHENOLIC NAMEPLATE WITH WHITE LETTERING ON BLACK BACKGROUND FOR EACH ELECTRICAL EQUIPMENT. ## PROVIDE PERMANENT MEANS OF ATTACHMENT THAT WILL NOT VIOLATE NEMA RATING OR EQUIPMENT WARRANTY. ## 7.REFER TO THE DRAWINGS FOR LOCATIONS AND SPACE REQUIREMENTS OF ELECTRICAL EQUIPMENT. COORDINATE ## THE INSTALLATION OF ELECTRICAL EQUIPMENT WITH OTHER TRADES. ## 8.CONTRACTOR SHALL SECURE AND PAY FOR ELECTRICAL TRADE SPECIFIC CONSTRUCTION PERMITS, LICENSES, ## GOVERNMENTAL AND INSPECTION FEES NECESSARY FOR THE EXECUTION OF THE WORK, UNLESS OTHERWISE ## DIRECTED. ## 9.ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH ## ESTABLISHED TECHNIQUES AND ACCEPTED PRACTICES AND ALL LOCAL, STATE, AND NATIONAL CODES HAVING ## JURISDICTION. 10.ELECTRICAL REQUIREMENTS SUCH AS CONDUIT ROUTING AND LOCATIONS OF ELECTRICAL DEVICES (RECEPTACLES, ## SWITCHES, FLOOR OUTLETS, CONDUIT STUBS, ETC.) SHOWN ON THESE PLANS ARE DIAGRAMMATIC AND SUBJECT TO ## VERIFICATION BY ELECTRICAL CONTRACTOR FOR THE INTERFACING OF THE ELECTRICAL WORK WITH THE INSTALLATION. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS TO CLEAR THE OTHER FACILITIES EXCEPT AS SHOWN ## DIMENSIONED ON THE ARCHITECTURAL DRAWINGS OR AS APPROVED BY THE ARCHITECT. ## 11.ELECTRICAL EQUIPMENT SHOWN OR SPECIFIED FOR THIS PROJECT HAS BEEN GENERALLY SELECTED BASED ON ## DIMENSIONS TO FIT THE SPACE. THE CONTRACTOR SHALL VERIFY EQUIPMENT DIMENSIONS AND/OR ANY ## INTERFERENCES PRIOR TO ORDERING THE EQUIPMENT. ## 12.MANUFACTURER'S RECOMMENDATIONS FOR CONDUCTOR SIZING, CIRCUIT BREAKER OR FUSE RATING OF ## ELECTRICALLY OPERATED EQUIPMENT MAY DIFFER FROM THOSE INDICATED ON DRAWINGS. CONTRACTOR SHALL ## CONFIRM RATINGS PRIOR TO ORDERING EQUIPMENT. 13.ALL EMPTY OR SPARE CONDUIT NOTED SHALL HAVE PULL ROPES OR WIRES INSTALLED, TENSILE STRENGTH MINIMUM ## OF 200 FT/LBS. ## 14.CONTRACTOR SHALL PROVIDE PULL BOX(S) AS REQUIRED TO COMPLY WITH NEC ARTICLE 314. ## 15.ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITER'S LABORATORIES OR OTHER ## APPROVED NRTL, AND SHALL BEAR THEIR LABEL. ALL CONTROL PANELS SHALL BE SO LISTED AS AN ASSEMBLY. 16.THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, FEES AND EQUIPMENT SPECIFIED. INDICATED OR IMPLIED ## IN THESE DOCUMENTS TO ACCOMPLISH THE CONSTRUCTION IN A PROFESSIONAL, WORKMANLIKE MANNER. ANY ## DISCREPANCIES BETWEEN THE CONSTRUCTION TASKS INDICATED AND LOCAL CODES AND/OR ORDINANCES SHALL BE ## BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR AND/OR OWNER FOR RESOLUTION BEFORE ## PROCEEDING WITH THE WORK AT ISSUE. 17.ANY WORK INSTALLED INCORRECTLY, OR BEFORE APPROVAL HAS BEEN OFFICIALLY GRANTED FOR THOSE ITEMS AT ## ISSUE, SHALL BE CORRECTED BY THE ELECTRICAL CONTRACTOR AT NO CHARGE TO OWNER/ARCHITECT/CLIENT. ## 18.ALL MATERIALS AND EQUIPMENT FURNISHED BY THE CONTRACTOR SHALL BE NEW AND COMPLETELY SERVICEABLE ## UNLESS OTHERWISE SPECIFIED. ## 19.CONTRACTOR SHALL COORDINATE ROUGH-IN AND FINAL CONNECTION REQUIREMENTS WITH THE OWNER, EQUIPMENT ## SUPPLIERS, GENERAL CONTRACTOR AND OTHER BUILDING TRADES BEFORE PROCEEDING WITH ANY FURTHER ## RELATED WORK. INSTALLATIONS SHALL BE IN FULL ACCORDANCE WITH EQUIPMENT MANUFACTURER'S ## RECOMMENDATIONS AND REQUIRED CODES. CONFLICTS AND INTERFERENCES SHALL BE RESOLVED IMMEDIATELY, ## BEFORE ANY INSTALLATION BEGINS. ## 20.FINAL ACCEPTANCE OF WORK IN PLACE SHALL BE SUBJECT TO APPROVAL BY OWNER'S REPRESENTATIVE AND ## ARCHITECT/ENGINEER. INSTALLATION APPROVAL SHALL BE BASED ON APPROVED SUBMITTALS, SHOP DRAWINGS AND ## LOCAL INSPECTION. ## 21.CONTRACTOR SHALL SUBMIT "FOR RECORD" MARKUP DRAWINGS WITHIN TWO (2) WEEKS AFTER DATE OF NOTIFICATION OF FINAL APPROVAL OF WORK-IN-PLACE. CONTRACTOR'S FINAL INVOICE WILL NOT BE PAID WITHOUT ## COMPLETE DOCUMENTATION. ## 22.CONTRACTOR SHALL WARRANT ALL WORKS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE OF ## WORK-IN-PLACE. CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE WORK INCLUDING MATERIALS AND ## EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER WITHIN WARRANTY PERIOD. ## 23.THE CONTRACTOR SHALL PROVIDE ALL FUSES AND OVERLOAD HEATER ELEMENTS REQUIRED FOR THIS CONTRACT ## INSTALLATION INCLUDING ANY FUSES BLOWN DURING INITIAL TESTING. ## 24.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ALL PAVING. IF DAMAGE OCCURS DURING ## CONSTRUCTION, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OWNER TO PATCH, PAINT AND REPAIR TO ## MATCH EXISTING CONDITIONS. ## 25.CONDUIT AND WIRE SCHEDULE FOR NEW EQUIPMENT ARE GENERALLY INDICATIVE. CONTRACTOR SHALL REFER TO ## MANUFACTURER AND SUPPLIER OF EQUIPMENT FOR DETAILED WIRING DIAGRAM AND VERIFY THE EXACT ROUTING ## AND CONDUCTOR SIZE. ## 26.THE CONTRACTOR SHALL REFER TO MANUFACTURER AND SUPPLIER OF ELECTRICAL CONTROL EQUIPMENT FOR ## EXACT WIRING INTERCONNECTION. 27.ALL CONDUCTORS SHALL BE ALUMINUM OR COPPER STRANDED, AND HAVE INSULATION TEMPERATURE RATING 90°C, ## UNLESS OTHERWISE NOTED. ## 28.IDENTIFICATION OF GROUNDED CONDUCTORS SHALL BE IN ACCORDANCE WITH NEC 200.6. IDENTIFICATION OF ## EQUIPMENT GROUNDING CONDUCTORS SHALL BE IN ACCORDANCE WITH NEC 250.19. IDENTIFICATION OF ## UNGROUNDED CONDUCTORS IS REQUIRED FOR MULTIWIRE CIRCUITS AND SHALL BE AS FOLLOWS: ## SYSTEM 480Y/277V 208Y/120V120/240V 1-PHASE ## PHASE ABROWNBLACKBLACK (LINE 1) ## PHASE BORANGEREDRED (LINE 2) ## PHASE CYELLOWBLUE ## NEUTRALGRAYWHITE ## 29.USE WIRE IDENTIFICATION COLOR CODE PER SPECIFICATIONS BELOW. ## COLORDESCRIPTION ## LT. BLUE INTRINSICALLY SAFE CIRCUITS ## GREEN EQUIPMENT GROUNDING CONDUCTOR ## YELLOW CONTROL CIRCUITS SUPPLIED FROM EXTERNAL POWER SOURCE, INTERLOCKS ## 30.THE ELECTRICAL DESIGN AND EQUIPMENT RATINGS ARE BASED ON ELECTRICAL SYSTEM STUDIES WHICH MAY ## INCLUDE: LOAD FLOW, SHORT CIRCUIT, ARC FLASH, RELAY COORDINATION, GROUNDING, AND CABLE SIZING. ## THE FOLLOWING TESTS SHALL BE PERFORMED PRIOR TO ENERGIZATION OF THE SYSTEM WHEN ## APPLICABLE: ## TEST RESULTS SHALL BE MADE AVAILABLE TO THE ENGINEER OF RECORD OR BUILDING OFFICIAL ## UPON REQUEST. ## 1.GROUND-FAULT PROTECTION EQUIPMENT ## 1.1.VERIFY PICKUP AND TIME DELAY SETTINGS ARE IN ACCORDANCE WITH SETTINGS PROVIDED ## BY THE ENGINEER OR EQUIPMENT MANUFACTURER. ## 2.ELECTRICAL TESTS SWITCHBOARDS, PANELBOARDS, MOTOR CONTROL CENTERS AND OTHER ## EQUIPMENT RATED 1000 AMPERES OR MORE, OR OVER 1000 VOLTS. ## 2.1.RELAY PICKUP CURRENT BY CURRENT INJECTION AT THE SENSOR AND OPERATION OF THE ## CIRCUIT INTERRUPTING DEVICE ## 2.2.TEST RELAY TIMING. ## 2.3.TEST PRIMARY CONTROL VOLTAGE AT NOT MORE THAN 57 PERCENT OF ITS RATED ## VOLTGROUNDED CONDUCTOR INSULATION RESISTANCE ## 2.4.VERIFICATION OF CONTINUITY OF EQUIPMENT GROUNDING SYSTEM. ## 2.5.INSULATION RESISTANCE TEST ON EACH BUS AND PROTECTIVE DEVICE, PHASE-TO-PHASE ## AND PHASE-TO-GROUND. ## 2.6.DIELECTRIC VOLTAGE-WITHSTAND TEST ON EACH BUS AND PROTECTIVE DEVICE, ## PHASE-TO-PHASE AND PHASE-TO-GROUND. ## 2.7.CONTROL POWER TRANSFORMER, CONTROL POWER CIRCUITS AND POTENTIAL CIRCUITS. ## 2.8.CONTROL AND PROTECTIVE DEVICES FOR PROPER OPERATION. ## 3.ELECTRICAL TESTS ON TRANSFORMERS RATED 100 KVA OR MORE SINGLE PHASE AND 300 KVA OR ## MORE THREE PHASE. ## 3.1.INSULATION RESISTANCE TEST ON EACH WINDING. TEST WINDING-TO-WINDING AND ## WINDINGS-TO-GROUND. ## 3.2.TURNS-RATIO TEST FOR EACH WINDING AT ALL TAP SETTINGS. ## 3.3.CONTROL POWER TRANSFORMER, CONTROL POWER CIRCUITS AND POTENTIAL CIRCUITS. ## 3.4.CONTROL AND PROTECTIVE DEVICES FOR PROPER OPERATION. ## 4.CONDUCTORS THAT SUPPLY EQUIPMENT RATED AT 1000 AMPERES OR MORE, OR OVER 1000 ## VOLTS ## 4.1.INSULATION RESISTANCE TEST ON EACH CONDUCTOR, PHASE-TO-PHASE AND ## PHASE-TO-GROUND. ## 4.2.DC HIGH-POTENTIAL TEST ON EACH CONDUCTOR, PHASE-TO-PHASE AND PHASE-TO-GROUND. ## 4.3.ELECTRICAL TESTS ON EMERGENCY AND STANDBY POWER SYSTEMS: SWITCHBOARDS, ## PANELBOARDS, DISTRIBUTION BOARDS, POWER SOURCE, CONDUCTORS, CONTROL AND ## PROTECTIVE DEVICES FOR PROPER OPERATION. ## 4.4.PHASE ROTATION TEST ## 4.5.INSULATION RESISTANCE TEST ON FEEDER CONDUCTORS AND EQUIPMENT, PHASE-TO-PHASE ## AND PHASE-TO-GROUND ## 4.6.CONDUCT OPERATIONAL TEST ON SYSTEM UNDER LOAD CONDITIONS. ## ACCEPTANCE TESTING ## ELECTRICAL SCOPE OF WORK RESPONSIBILITIES ## SCOPE ## BY UTILITY ## BY CUSTOMER ## PRIMARY ## PRIMARY TRENCHINGX ## INSTALL PRIMARY CONDUITX ## INSTALL PULL ROPEX ## INSTALL PRIMARY FEEDERSX ## PROVIDE ROAD CUTS/ROAD BORESX ## PAVEMENT REPLACEMENTX ## TRANSFORMER ## INSTALL TRANSFORMER PADX ## PROVIDE TRANSFORMERX ## INSTALL TRANSFORMERX ## INSTALL CONNECTIONS - PRIMARYX ## INSTALL CONNECTIONS - SECDX ## SWITCHBOARD ## PROVIDE METERX ## INSTALL METERX ## LAND SECONDARY FEEDERSX ## SECONDARY ## SECONDARY TRENCHINGX ## INSTALL SECONDARY CONDUITX ## INSTALL PULL ROPEX ## INSTALL SECONDARY FEEDERSX ## PROVIDE SECONDARY FEEDERSX ## PROVIDE ROAD CUTS/ROAD BORESX ## PAVEMENT REPLACEMENTX ## PENDING UTILITY CONFIRMATION ## GROUND ## M ## METER ## TRANSFORMER ## LOW VOLTAGE ## CIRCUIT BREAKER ## CURRENT ## TRANSFORMER (CT) ## POTENTIAL ## TRANSFORMER (PT) ## FUSE ## SWITCH ## LOW VOLTAGE DRAW OUT ## CIRCUIT BREAKER ## SYMBOLS ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## JCS ## EJB ## JCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## E1.0 ## ELECTRICAL NOTES Page 48 of 134 ## 2500AT ## 3000AF ## 3P ## RELT MAIN SWITCHBOARD 'MSB-1', 3000A, 480Y/277V, 3P, 4W, NEMA 3R, 65kAIC ## GROUND FAULT PROTECTION, HUMIDISTAT & SPACE HEATER, SUN SHIELD ## HYC400 ## 400KW ## 480V / 3PH ## AFC: TBD ## HYC400 ## 400KW ## 480V / 3PH ## HYC400 ## 400KW ## 480V / 3PH 123 ## MAIN BREAKER ## SECTION ## UTILITY ## METERING ## COMPARTMENT ## HYC400 ## 400KW ## 480V / 3PH 45 ## HYC400 ## 400KW ## 480V / 3PH 6 ## HYC400 ## 400KW ## 480V / 3PH ## 15AT ## 15AF ## 1P ## 30AT ## 30AF ## 3P ## 15AT ## 15AF ## 1P ## 15AT ## 15AF ## 1P ## SPDSPARE 7 ## M ## HYC400 ## 400KW ## 480V / 3PH ## SECTION 2 ## SECTION 1 ## N ## 500 KCMIL CU PER ## NEC 250.102(C)(1) ## GFP ## TRIP (IF REQUIRED) ## G ## #4 CU PER ## NEC 250.66(B) ## CONCRETE ## REINFORCEMENT ## #6 CU ## 5/8" X 8' ## GROUND ## ROD ## #6 CU ## 5/8" X 8' ## GROUND ## ROD ## IF GROUNDING SYSTEM HAS ## GREATER THAN 25Ω OF ## RESISTANCE PROVIDE ## ADDITIONAL GROUND RODS, ## SPACED AT LEAST 8' APART, ONE ## AT A TIME UNTIL GROUND ## RESISTANCE IS 25Ω OR LESS ## 600AT ## 600AF ## 3P ## PRIMARY LINE TO BE ## COORDINATED WITH UTILITY ## PAD MOUNTED TRANSFORMER ## AND METER PEDESTAL PER ## UTILITY STANDARDS ## PROPOSED ## UTILITY ## GROUND ## PROPOSED UTILITY ## SERVICE ## UTILITY TRANSFORMER ## PRIMARY VOLTAGE: PER UTILITY ## SECONDARY: 480Y/277V ## CT PROVIDED BY UTILITY & ## INSTALLED BY CONTRACTOR ## SWITCHBOARD ORIENTATION IS LEFT TO RIGHT ## SEE G2.0 FOR ## CHARGER ## SPECIFICATIONS ## 600AT ## 600AF ## 3P ## 600AT ## 600AF ## 3P ## 600AT ## 600AF ## 3P ## 600AT ## 600AF ## 3P ## 600AT ## 600AF ## 3P ## 600AT ## 600AF ## 3P ## SITE ## COMMS ## BOX ## TO ISP POINT OF ## INTERCONNECTION ## (FIELD VERIFY) ## SPD ## 3.0 KVA STEP DOWN ## TRANSFORMER ## PRI: 277V, 1PH, 2W ## SEC: 120V, 1PH, 2W ## NO SECONDARY ## OVERCURRENT ## PROTECTION ## REQUIRED PER NEC ## 240.21(C)(2) ## (1) 137W LIGHT ## FIXTURES ## APPROX 140' ## APPROX 195' ## APPROX 250' ## APPROX 205' ## APPROX 220' ## APPROX 225' ## APPROX 165' ## 15AT ## 15AF ## 1P ## (7) 38W CANOPY ## FIXTURES ## 15AT ## 15AF ## 1P ## (2) 38W LIGHT ## FIXTURES ## TO BE ## INCORPORATED ## BY MEP ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## JCS ## EJB ## JCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## PENDING UTILITY DESIGN ## E2.0 ## SINGLE LINE DIAGRAM ## LOAD SUMMARY NOTE 1.ELECTRIC VEHICLE CHARGING LOADS ARE PART OF AUTOMATIC LOAD MANAGEMENT SYSTEM PER NEC 625.42. CHARGING LOADS WILL BE LIMITED TO THE VALUES SHOWN IN THE PANEL SCHEDULE AND THE TOTAL LOAD SHALL NOT EXCEED MAIN CIRCUIT BREAKER LONG TIME SETTING RATING OF SWITCHBOARD 'EV' NOR THE ## UTILITY TRANSFORMER. ## WIRE AND CONDUIT SCHEDULE NOTES 1.CONDUIT SIZE INDICATED ON SCHEDULE ARE MINIMUM REQUIRED SIZES. LARGER SIZES MAY BE INSTALLED AS NEEDED. ## WIRE AND CONDUIT SCHEDULE ## SWITCHBOARD LOAD SCHEDULE ## UTILITY INFORMATION ## 1.METER PLACEMENT, CT CABINET, AND FINAL SWITCH BOARD/DISTRIBUTION ## DESIGN TO BE COORDINATED ACCORDING TO UTILITY REQUIREMENTS. ## CONTRACTOR TO PROVIDE METER SOCKET (METER ENCLOSURE) PER LISTED ON ## THE UTILITY'S APPROVED METER ENCLOSURE LIST. ## 2.THE MAIN CIRCUIT BREAKER IN THIS SWITCHBOARD SHALL BE 100% RATED. ## 3.PROVIDE GROUND FAULT PROTECTION (GFP) FOR EQUIPMENT PER NEC ARTICLE 230.95. ## 4.SEE UTILITY POWER MANUAL FOR ADDITIONAL INFORMATION. ## 5.THIS SERVICE EQUIPMENT SHALL BE FIELD MARKED IN COMPLIANCE WITH ALL ## REQUIREMENTS STATED IN NEC ARTICLES 110.24(A) AND 230.70(B). ## 6.WHEN REQUIRED BY LOCAL AHJ "BREAK GLASS IN CASE OF FIRE" SWITCH IS TO ## BEPROVIDED BY EC. SWITCH SHALL BE EQUIVALENT TO PILLA ## ST120SN3RSL-EMERGENCY SHUT DOWN: EMERGENCY BREAK GLASS STATION, ## LEGEND: "EMERGENCY SHUT-DOWN", NO PUSH BUTTON, AUTO-RELEASE WHEN ## GLASS BROKEN, SURFACE MOUNT NEMA 3R ENCLOSURE, FITS 1-6 CONTACT ## BLOCKS OR EQUIVALENT. ## 7.PER NEC 625.42 IONNA IS SUPPLYING AUTOMATIC LOAD MANAGEMENT SYSTEM ## FOR THIS SITE. ## 8.ALL CONDUITS ABOVE GROUND OR SUBJECT TO DAMAGE SHALL BE RIGID ## GALVANIZED STEEL. ALL CONDUITS UNDERGROUND SHALL BE PVC SCHEDULE 40. ## 9.I ## NSTALLATION SHALL BE IN ACCORDANCE WITH LATEST ADOPTED NATIONAL ## ELECTRICAL CODE AND BUILDING CODE, CHAPTER 27. THE AHJ HAS FINAL ## JURISDICTIONAL AUTHORITY ON CODE APPLICATION AND COMPLIANCE. ## 10.ALL EQUIPMENT SHALL BE INSTALLED BY CONTRACTOR UNLESS OTHERWISE ## NOTED. ALL MATERIAL SHALL BE IN NEW CONDITION AND APPROVED BY THE ## ENGINEER. ## 11.ALL EQUIPMENT SHALL BE UL LISTED. ## 12.ALL SWITCHBOARDS AND PANELBOARDS SHALL HAVE ARC FLASH WARNING ## LABELS WITH APPLICABLE INCIDENT ENERGY LEVELS, WORKING DISTANCES, ## AND REQUIRED PPE IN ACCORDANCE WITH NFPA 70E. ## 13.EXPOSED NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT AND ## ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC 250.134 AND 250.136. ## SINGLE LINE DIAGRAM NOTES ## IONNA SITE ELECTRICAL INFORMATION ## SITE ZIP CODE:55436 ## UTILITY NAME:XCEL ENERGY ## UTILITY CONTACT:KIERAN SCHWARTZ ## UTILITY CONTACT (PN): 612-494-4271 ## UTILITY CONTACT (EM):KIERAN.E.SCHWARTZ@XCELENERGY.COM ## IONNA QUANTITY OF CHARGERS: 7 ## IONNA LOAD FLA (A): 3360 ## IONNA LOAD (60% MANAGED) (A): 2016 ## UTILITY XFMR SIZING (KVA): 2000 ## UTILITY XFMR CONFIGURATION ## DELTA-WYE ## UTILITY SCA: ## ESTIMATED @ 5% Z= 48,112 ## UTILITY METERING SEQUENCE: ## HOT ## UTILITY XFMR SEC CONDUCTOR:9 SETS OF 600 KCMIL AL ## UTILITY XFMR SEC CONDUIT: 4" ## CHARGER FEEDER CONDUCTOR:2 SETS OF 500 KCMIL AL ## CHARGER FEEDER CONDUIT:3" ## Panel Schedule Panel 'MSB-1', Location: Minneapolis, Voltage: 480Y/277, Phase: 3, Wire: 4, Hertz: 60 ## Main AIC: 65K, Branch AIC: 65K, Enclosure: (NEMA 3R) 3000 Amp Frame, Ground Fault Protection, Humidstat, Space Heater, Sun Shield ## Description of Load Served ## Breaker ## A/Phase CKT No.CKT No. ## A/Phase ## Breaker ## Description of Load Served ## Amp ## Pole ## AB ## C ## AB ## C ## Amp ## Pole ## EVCS DUAL PORT DISPENSER #16003 480.0 12 480.0 ## 6003EVCS DUAL PORT DISPENSER #2 480.03 4 480.0 480.056480.0 ## EVCS DUAL PORT DISPENSER #3 6003 480.078480.0 6003 ## EVCS DUAL PORT DISPENSER #4 480.0910480.0 480.0 1112 480.0 ## EVCS DUAL PORT DISPENSER #5 6003 480.01314480.0 6003 ## EVCS DUAL PORT DISPENSER #6 480.01516480.0 480.01718480.0 ## EVCS DUAL PORT DISPENSER #76003 480.0192010.815 1 ## 3.0 KVA XFMR 480.0 2122 - 303 ## SPD 480.023 24- 2526- ## CANOPY LIGHTING15 1 1.0 27 28-15 1 ## SPARE 29300.515 ## 1SITE LIGHTING ## Total A/Phase: 3370.83361.03360.5 ## NOTES: ## 1. CONNECTED KVA ## (NEW): 2802.4 ## 2. DEMAND KVA (NEW): 1685.0 ## SEE NOTE 1 BELOW ## CONDUIT AND WIRING SCHEDULE ## IDFROMTOCONDUCTORS 1 ## PROPOSED UTILITY ## TRANSFORMER (BY ## OTHERS) ## PROPOSED 480V ## SWITCHBOARD ## (3) 700 KCMIL AL (THWN-2) + ## (1) #1/0 AWG NEUTRAL AL (THWN-2) IN EACH OF ## (8) 4" SCH 40 PVC CONDUITS APPROX 45' 2 ## PROPOSED 480V ## SWITCHBOARD ## PROPOSED HYC400 ## POWER CABINET ## (3) 500 KCMIL AL (THWN-2) + ## (1) #2/0 AWG AL (THWN-2) GROUNDING IN EACH OF ## (2) 3" SCH 40 PVC CONDUITS APPROX 140' 3 ## PROPOSED 480V ## SWITCHBOARD ## PROPOSED HYC400 ## POWER CABINET ## (3) 500 KCMIL AL (THWN-2) + ## (1) #2/0 AWG AL (THWN-2) GROUNDING IN EACH OF ## (2) 3" SCH 40 PVC CONDUITS APPROX 165' 4 ## PROPOSED 480V ## SWITCHBOARD ## PROPOSED HYC400 ## POWER CABINET ## (3) 500 KCMIL AL (THWN-2) + ## (1) #2/0 AWG AL (THWN-2) GROUNDING IN EACH OF ## (2) 3" SCH 40 PVC CONDUITS APPROX 195' 5 ## PROPOSED 480V ## SWITCHBOARD ## PROPOSED HYC400 ## POWER CABINET ## (3) 500 KCMIL AL (THWN-2) + ## (1) #2/0 AWG AL (THWN-2) GROUNDING IN EACH OF ## (2) 3" SCH 40 PVC CONDUITS APPROX 225' 6 ## PROPOSED 480V ## SWITCHBOARD ## PROPOSED HYC400 ## POWER CABINET ## (3) 500 KCMIL AL (THWN-2) + ## (1) #2/0 AWG AL (THWN-2) GROUNDING IN EACH OF ## (2) 3" SCH 40 PVC CONDUITS APPROX 250' 7 ## PROPOSED 480V ## SWITCHBOARD ## PROPOSED HYC400 ## POWER CABINET ## (3) 500 KCMIL AL (THWN-2) + ## (1) #2/0 AWG AL (THWN-2) GROUNDING IN EACH OF ## (2) 3" SCH 40 PVC CONDUITS APPROX 220' 8 ## PROPOSED 480V ## SWITCHBOARD ## PROPOSED HYC400 ## POWER CABINET ## (3) 500 KCMIL AL (THWN-2) + ## (1) #2/0 AWG AL (THWN-2) GROUNDING IN EACH OF ## (2) 3" SCH 40 PVC CONDUITS APPROX 205' 9 ## PROPOSED 480V ## SWITCHBOARD ## 3.0 KVA STEP DOWN ## TRANSFORMER ## (2) #12 AWG CU (THWN-2) + ## (1) #12 AWG CU (THWN-2) GROUNDING IN ## (1) 3/4" SCH 40 PVC CONDUIT 10 ## 3.0 KVA STEP DOWN ## TRANSFORMER ## SITE COMMS BOX ## (2) #10 AWG CU (THWN-2) + ## (1) #10 AWG CU (THWN-2) JUMPER IN ## (1) 3/4" SCH 40 PVC CONDUIT 11 ## PROPOSED 480V ## SWITCHBOARD ## SITE LIGHTING ## (2) #12 AWG CU (THWN-2) + ## (1) #12 AWG CU (THWN-2) GROUNDING IN ## (1) 1" SCH 40 PVC CONDUIT 12 ## PROPOSED 480V ## SWITCHBOARD ## CANOPY LIGHTING ## (2) #12 AWG CU (THWN-2) + ## (1) #12 AWG CU (THWN-2) GROUNDING IN ## (1) 1" SCH 40 PVC CONDUIT 13 ## ISP POINT OF CONNECTION ## (FIELD LOCATE) ## SITE COMMS BOX ## (1) 1" SCH 40 PVC CONDUIT FOR ISP FIBER OPTIC CABLE Page 49 of 134 ## STANDARD TREN&H NOTES  ## N.T.S. ## SCALE  ## N.T.S. ## SCALE  ## N.T.S. ## SCALE ## MINIMUM BURIAL DEPTH IS 24" UNDER STREETS, DRIVEWAYS AND PARKING LOTS AND 18" MINIMUM ## DEPTH UNDER LANDSCAPING AREA PER NEC TABLE 300.5. 1 ## 1.INSTALL 4 MIL. THICK, NON-METALLIC, RED COLORED, 6" WIDE WARNING TAPE OVER CENTERLINE OF THE DUCT ## AND BELOW THE BASE COURSE ALONG THE ENTIRE LENGTH OF TRENCH. TAPE SHOULD BE MARKED WITH ## "CAUTION BURIED ELECTRIC LINE BELOW". PAYMENT FOR THE FURNISHING AND INSTALLATION OF THE ## WARNING TAPE SHALL BE INCIDENTAL TO THE UNIT PRICE BID FOR THE PIPE. PROVIDE DETECTABLE DUCT ## WARNING TAPE 12" BELOW FINISH GRADE OR PAVEMENT DIRECTLY ABOVE DUCTS. ## 2.INSTALL ELECTRONIC MARKER AT A MINIMUM CLEARANCE OF 6-INCHES, WHERE POSSIBLE. INSTALL MARKER ## ON OR ABOVE CONCRETE JACKETS, IF APPLICABLE. ## 3.ALL DUCTS SHALL BE PVC SCHEDULE 40, UNLESS OTHERWISE NOTED. 1 ## 1.TRENCH BACKFILL SHOULD BE CONTROLLED LOW STRENGTH MATERIAL (SLURRY) WITH MINIMUM 28 DAY ## COMPRESSIVE STRENGTH OF 150 PSI OR NATIVE BACKILL TESTED TO CONFIRM A MAXIMUM RHO VALUE OF 90. ## 2.COMPACTION MEANS AND METHODS SHALL BE DETERMINED BY TRENCHING CONTRACTOR. SLURRY TO HAVE ## A COMPACTION OF 100% AND NATIVE BACKFILL TO HAVE A MINIMUM COMPACTION OF 80% IN LANDSCAPED ## AREAS AND 90% FOR DRIVE AREAS. ## 3.TRENCH CONSTRUCTION SHALL COMPLY WITH OSHA REQUIREMENTS. ## 4.PROVIDE MIN 12" SEPARATION FROM ANY EXISTING UTILITIES, IF APPLICABLE. ## 5.SOILS CONSISTING OF ROCKS NO LONGER THAN 0.5" IN DIAMETER SHALL BE CONSIDERED ROCK FREE. ## 6.CONTRACTOR SHALL HAND DIG AROUND ALL UTILITIES. ## SEE SINGLE-LINE DIAGRAM FOR CONDUIT ## QUANTITIES AND CONDUCTOR SIZES ## TRENCH NOTES ## GENERAL NOTES ## EACH CHARGING STATION RECEIVES (2) 3" ## CONDUITS - SEE SINGLE-LINE DIAGRAM ## FOR CONDUIT QUANTITIES AND ## CONDUCTOR SIZES ## 24" MIN. OR ## MIN. FROST DEPTH ## WHICHEVER IS GREATER ## 12" MIN. ## (TYP.) ## COMMUNICATIONS CONDUIT ## POWER CONDUIT ## BACK FILL PER ## APPROVED METHOD ## NOTES: ## 1.EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. CONDUIT SIZES ## PER CONDUIT SCHEDULE. ## 2.SEE ELECTRICAL ONE LINE FOR CONDUIT QUANTITIES. ## %ORE SE&TION DETAIL  ## N.T.S. ## SCALE 3'-0" 3'-0" ## EXISTING SURFACE ## UNDISTURBED SOIL ## PVC SCHE40 CONDUIT ## FOR POWER ## TRANSITION FROM PVC TO RMC FOR ANY ## EXPOSED CONDUIT AT GRADE TO STUB UP ## 6" MIN ## NOTE: ## 1.EXACT CONDUIT DIAMETERS MAY VARY UPON INSTALLATION. CONDUIT SIZES ## PER CONDUIT SCHEDULE. ## %ORE PIT DETAIL  ## N.T.S. ## SCALE ## TREN&H DETAIL  TRANS)OR0ER TO SWIT&H%OARDTREN&H DETAIL  SWIT&H%OARD TO &HARGER 1 ## GRADE ## 3" BED OF SAND ## OR ROCK FREE ## NATIVE BACKFILL ## 3" PVC SCH40 ## AC CONDUITS ## 6" WIDE WARNING ## DETECTABLE TAPE ## BACKFILL PER ## TRENCH NOTES ## VARIES 18" 3" 3" 7.5" 12" 5.0" 1 ## GRADE ## 3" BED OF SAND ## OR ROCK FREE ## NATIVE BACKFILL ## 4" PVC SCH40 ## AC CONDUITS ## 6" WIDE WARNING ## DETECTABLE TAPE ## BACKFILL PER ## TRENCH NOTES ## VARIES 18" 3" 3" 5.0"7.5" 12" ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## JCS ## EJB ## JCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## E3.0 ## ELECTRICAL DETAILS Page 50 of 134 ## NOTES: ## 1.ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL ## INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 2.FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES ## WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 3.2023 NEC 250.121(A) EXCEPTION: A WIRE-TYPE EQUIPMENT GROUNDING CONDUCTOR INSTALLED IN COMPLIANCE WITH ## 250.6(A) AND THE APPLICABLE REQUIREMENTS FOR BOTH THE EQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR IN PARTS II, III, AND VI OF THIS ARTICLE SHALL BE PERMITTED TO SERVE AS BOTH ## AN EQUIPMENT GROUNDING CONDUCTOR AND A GROUNDING ELECTRODE CONDUCTOR. ## CADWELD CONNECTIONS ## OR ENGINEER APPROVED EQUAL ## TEE CONNECTION HORIZONTAL ## CABLE TAP TO VERTICAL REBAR ## BURNDY CONNECTIONS ## OR ENGINEER APPROVED ## EQUAL ## HORIZONTAL STEEL ## SURFACE ## TO FLAT STEEL SURFACE OR ## HORIZONTAL PIPE ## TYPE HS ## PARALLEL HORIZONTAL ## CONDUCTORS ## PARALLEL DEAD END TAP OR ## HORIZONTAL THRU CONDUCTOR ## TYPE PC ## CABLE TO REBAR ## TYPE RJ ## HORIZONTAL SPLICE ## TYPE SS ## SPLICE OF HORIZONTAL ## CABLES ## PARALLEL HORIZONTAL ## CONDUCTORS ## PARALLEL THROUGH CONNECTION OF ## HORIZONTAL CABLES ## TYPE PT ## FIELD FABRICATED GREEN STRANDED ## INSULATED ## TWO HOLE - LONG BARREL LENGTH ## COPPER LUGS ## TYPE YA-2 ## TEE OF HORIZONTAL RUN AND ## TAP CABLES ## HORIZONTAL TEE ## TYPE TA ## THROUGH CABLE TO ## GROUND ROD ## THROUGH CABLE TO TOP OF GROUND ## ROD ## TYPE GT ## BOND JUMPER ## TYPE 2-YA-2 ## CABLE DOWN AT 45° TO RANGE OF ## VERTICAL PIPES ## VERTICAL PIPE ## TYPE VS ## VERTICAL STEEL SURFACE ## TYPE VS ## CABLE DOWN AT 45° TO VERTICAL ## STEEL SURFACE INCLUDING PIPE ## GRADE ## MAIN ## BREAKER ## SECTION ## 480/277V ## DISTRIBUTION ## SECTION ## GRNDGRND ## MANUFACTURER-PROVIDED ## MAIN BONDING JUMPER PER NEC ## 250.24(A)(4),250.28(C),250.8(A)(7) ## #4 AWG BARE CU GROUNDING ## ELECTRODE CONDUCTOR PER ## NEC 250.66(B) - 2 ## CONCRETE ENCASED ## ELECTRODE PER NEC ## 250.52(A)(3)(1) OR (2) ## GROUNDING ELECTRODE 5/8"X8'-0" W/12" MIN ## DEPTH, COPPER CLAD GROUND ROD INSTALLATION ## PER NEC 250.52(A)(5),250.53(A),250.68 ## #6 SOLID AWG CU ## GROUNDING ELECTRODE ## CONDUCTOR PER NEC ## 250.66 (A) ## (1) #2/0 AWG ALUMINUM ## EQUIPMENT GROUNDING ## CONDUCTOR IN EACH ## (2) 3" SCH 40 PVC (TYP.) ## NEUT ## NOTE: ## 1.METER PLACEMENT AND FINAL SWITCHGEAR DESIGN TO BE ## COORDINATED ACCORDING TO UTILITY REQUIREMENTS. ## &ON&RETE EN&ASED ELE&TRODE DETAIL  ## N.T.S. ## SCALE ## GROUNDING S&HE0ATI&  ## N.T.S. ## SCALE  ## N.T.S. ## SCALE ## &ADWELD &ONNE&TION DETAILGROUNDING NOTES  ## N.T.S. ## SCALE ## PROPOSED ALPITRONIC ## HYC 400 DUAL PORT DC ## FAST CHARGER (TYP.) ## UTILITY ## METER ## SECTION ## GRNDGRND ## PROPOSED COMPACTED ## CLEAN GRAVEL ## PROPOSED CONCRETE PAD IN ## DIRECT CONTACT WITH EARTH ## SEE PLAN ## LISTED CONNECTION ## PROPOSED ## CONCRETE ## SEE NOTE 1 ## NON-METALLIC ## PROTECTIVE ## SLEEVE ## #4 AWG BARE Cu ## GROUNDING ELECTRODE ## CONDUCTOR ## NOTE: ## REBAR BONDED TOGETHER WITH STEEL TIE WIRES OR EXOTHERMIC WELDING. ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## JCS ## EJB ## JCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## E3.1 ## ELECTRICAL DETAILS Page 51 of 134 7017 ## MF 1IN IP PINCHED 926.10 7018 ## MF IP W/ CAP 8612 925.75 200 201 203 204 7022 7023 7024 7025 ## FFE=927.86 ## FFE=927.93 ## FFE=927.46 ## FFE=927.39 ## "FIBER OPTIC" ## "NO PARKING" ## FIBER ## OPTIC ## CABINET ## "CAUTION" ## VERNON AVE SOUTH ## (80' PUBLIC RIGHT OF WAY) ## EDEN PRAIRIE ROAD ## (60' PUBLIC RIGHT OF WAY) ## BUILDING ## RE=925.70 ## IE (SE)=923.20 ## RE=925.67 ## IE (NE/NW)=923.37 ## IRON PIPE ## CAPPED "8612" ## 1" IRON PIPE ## OWNER: SPECIAL X PROPERTIES LLC ## PID: 32-117-21-23-0027 ## ABANDONED LIGHT ## POLE BASE (TYP.) 60' 80' ## OWNER: CIC NO. 0190 PARKWOOD MANOR CONDOMINIUM ## (MULTIPLE OWNERS) ## CCS 1A ## CCS 1B ## CCS 2A ## CCS 2B ## CCS 3A ## CCS 3B ## CCS 4A ## CCS 4B ## NACS 5A ## NACS 5B ## NACS 7B ## NACS 7A ## NACS 6B ## NACS 6A 0.0 0.0 0.1 0.5 0.7 0.9 0.2 0.3 0.4 0.7 0.3 1.0 1.0 0.2 0.6 0.5 0.6 0.5 1.0 0.6 0.8 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 17.611.02.3 8.56.43.82.1 1.83.36.511.4 9.517.56.53.7 6.59.512.612.56.75.2 5.86.76.03.53.49.98.9 3.22.61.81.83.03.610.616.217.511.12.1 1.42.42.52.12.93.98.710.410.38.9 4.4 2.32.2 1.67.29.3 4.7 12.06.59.811.66.414.06.58.29.9 1.35.16.73.67.64.05.25.93.46.83.7 4.5 5.0 0.2 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 0.0 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 5.66.8 3.23.7 ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## JCS ## EJB ## JCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## E4.0 ## PHOTOMETRIC PLAN ## 1.0FC (TYP.) ## COMMERCIAL PROPERTY BOUNDARY ## CALCULATION ZONE ## ENTIRE AREA ## CALCULATION ZONE ## EV CHARGING STALLS ## CALCULATION ZONE ## NORTH 1" = 10' 0 ## GRAPHIC SCALE IN FEET ## WHEN PRINTED AT FULL SIZE (30"x42") 51020 ## P2 ## P1 ## SEATING AREA ## CALCULATION ZONE ## RESIDENTIAL PROPERTY BOUNDARY ## CALCULATION ZONE ## P1 ## P1 ## P1P1 ## P1 ## P1 ## P2 ## P2 ## P3 ## P3 ## DRIVE AISLE ## CALCULATION ZONE Page 52 of 134 ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## JCS ## EJB ## JCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## E4.1 ## PHOTOMETRIC DETAILS ## P )I;TURE DETAILS ## N.T.S. ## SCALE  ## P POLE DETAILS ## N.T.S. ## SCALE  Page 53 of 134 ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## JCS ## EJB ## JCS ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## E4.2 ## PHOTOMETRIC DETAILS II ## P )I;TURE DETAILS ## N.T.S. ## SCALE  Page 54 of 134  ## N.T.S. ## SCALE ## &ANOP< &ON&EPT DETAILS ## N/A ## DESIGNED ## AND ## PROVIDED ## %< OTHERS ## DATE ## AS SHOWN ## SHEET NUMBER ## CHECKED BYSCALEDESIGNED BYDRAWN BY ## KHA PROJECT 016895119 3/11/2026 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. ## 6016 VERNON AVE. S. ## EDINA , ## MN 55436 ## SITE NO.: ## MN-0008 EDINA, MN ## N/AN/A ## THIS PLAN WAS PREPARED FOR ## USE ON A SPECIFIC SITE: 6016 ## VERNON AVE. S., EDINA, MN, AND ## IS VALID ONLY AS OF ITS ISSUE ## DATE (3/11/2026). IT IS NOT ## SUITABLE FOR USE ON ANY ## OTHER PROJECT SITE OR AT A ## LATER TIME. ANY USE OF THIS ## PLAN AS A REFERENCE OR ## EXAMPLE ON ANOTHER PROJECT ## REQUIRES THE INVOLVEMENT OF ## APPROPRIATELY LICENSED ## ENGINEERS. REPRODUCTION OR ## REUSE OF THIS PLAN FOR ## ANOTHER PROJECT IS ## UNAUTHORIZED AND MAY VIOLATE ## APPLICABLE LAWS. ## STIPULATION FOR REUSE ## 11995 SINGLETREE LANE, SUITE 225, ## EDEN PRAIRIE, MN 55344 Main: (612) 315-1272 | www.kimley-horn.com ©2026 Kimley-Horn and Associates, Inc. 0 1 2 3 4 5678 No. ## BY ## DATE ## ISSUE BLOCK ## S1.0 ## CANOPY DETAILS Page 55 of 134 Page 56 of 134 Page 57 of 134 Page 58 of 134 Page 59 of 134 Page 60 of 134 Page 61 of 134 ## EP ## SALES 100 ## GARAGE 101 ## STORAGE 102 ## UNKNOWN 105 ## RESTROOM 104 1 4 3 2 5 6 7 8 69 10 11 ## 1/A6.03/A6.0 ## 2/A6.0 ## 4/A6.0 12 ## 1/A6.1 ## LOUNGE 100 ## RESTROOM 101 ## 3/A6.1 ## 2/A6.1 ## 4/A6.1 ## GAME ## GAME ## GAME ## RESTROOM 103 ## MARKET 104 ## I.T. 100 ## JAN. 101 1 2 3 4 5 6 1 ## CONSTRUCTION KEY NOTES ## GENERAL CONSTRUCTION NOTES 1 2 3 4 5 6 78 9 10 11 13 12 UNO, ALL WALLS WITH SOLID HATCHING ARE NEW. EXISTING WALLS HAVE NOHATCH. 90 DEGREE SWING DOORS ARE NEW OR RELOCATED EXISTING DOORS. 45 DEGREE SWINGS INDICATE EXISTING DOORS.GC SHALL COMPLETELY CLEAN ENTIRE LEASED PREMISES IMMEDIATELY PRIOR TOOCCUPANCY.GC SHALL FAMILIARIZE THEMSELF WITH THE PREMISES AND THE CONTRACT ## DRAWINGS AND SHALL REPORT ANY DISCREPANCIES IN THE FIELD TO THE ## ARCHITECT IMMEDIATELY UPON DISCOVERY. ## GC SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY ARCH. OF ## ANY CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS. GC AND SUBS SHALL NOT SCALE DRAWINGS.GC SHALL COORDINATE WITH THE BUILDING OWNER OR MGMT. ON ALL MATERIAL ## DELIVERY AND UNLOADING, DOOR ACCESS, AND ANY DISRUPTIONS IN THENORMAL UTILITIES. ## GC SHALL NOTIFY ARCH. OF ANY REQUIRED MATERIALS THAT ARE NOT READILY ## AVAILABLE AND THAT MAY DELAY COMPLETION. THIS NOTIFICATION SHALL HAPPEN WITHIN 48 HRS. OF RELEASE.PAINTING SUBCONTRACTOR SHALL PROVIDE LOW-VOC PRIMERS ANDFINISH-COAT MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH ## THE SUBSTRATES INDICATED. ## GC SHALL INSTALL AND MAINTAIN REQ'D. PROTECTIVE COVERINGS, TEMPORARY ## DOORS AND WALLS, DUST BARRIERS, FLOOR PROTECTION, ETC. GC SHALL KEEP ## ALL COMMON AREAS FREE OF DUST AND DEBRIS. ## GC SHALL MAINTAIN ALL LIFE SAFETY SYSTEMS IN GOOD WORKING ORDER ## THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING EXIT LIGHTING, ## SPRINKLER SYSTEMS, SMOKE DETECTION, AND EMERGENCY LIGHTING. ## GC SHALL PERFORM ALL WORK THAT CAUSES DISTURBANCES TO THE TENANT ## AFTER NORMAL BUSINESS HOURS - OR SHALL COORDINATE W/ OWNER W/IN 48 ## HRS OF SUCH WORK.UNO, ON DRAWINGS, THERE SHALL BE NO SUBSTITUTIONS OF MATERIALS MADE ## WITHOUT WRITTEN PERMISSION FROM OWNER AND ARCHITECT. ## UNO, ALL SURFACES TO BE PATCHED OR HOLES TO BE FILLED SHALL MATCH ## THE ADJACENT CONSTRUCTION AND FINISHES. PROVIDE FIRE-RETARDANT WOOD BLOCKING AT ALL LOCATIONS OF NEWMILLWORK, TOILET ACCESSORIES, TV MOUNTING, ETC. ## GENERAL DEMOLITION NOTES 1 2 3 4 5 6 789 10 11 12 13 ## GC SHALL GET FAMILIARIZED WITH THE PREMISES AS WELL AS THE CONTRACT ## DRAWINGS AND SHALL REPORT ANY UNKNOWN CONDITIONS IN THE FIELD TO THE ## ARCHITECT IMMEDIATELY UPON DISCOVERY. ## COORDINATE ALL DEMOLITION WITH BUILDING OWNER AND TENANT PRIOR TO ## START OF WORK. ## G.C. SHALL ATTEMPT TO REUSE ALL EXISTING DOORS, FRAMES AND HARDWARE ## IN NEW LOCATIONS WHERE POSSIBLE. PATCH/REPAIR DOORS AS NECESSARY FOR ## REUSE. ## G.C. SHALL PERFORM ALL DEMOLITION CAUSING EXTREME LEVELS OF NOISE AND ## VIBRATIONS BEFORE OR AFTER NORMAL BUSINESS HOURS OR AS ADVISED BY ## OWNER.COORDINATE ALL UTILITY OUTAGES WITH BUILDING OWNER AND TENANT ONE ## WEEK IN ADVANCE.ALL EXISTING CONSTRUCTION MATERIALS, FIXTURES, EQUIPMENT, ETC. ARE ## PROPERTY OF BUILDING OWNER - COORDINATE REMOVAL OR DISPOSAL OF ALL ## SUCH MATERIALS WITH OWNER PRIOR TO START OF DEMOLITION. ## REMOVE ALL MATERIALS TO BE SALVAGED BY OWNER IN A MANNER SO AS TONOT DAMAGE OR RENDER USELESS. ## G.C. SHALL MAINTAIN ALL REQUIRED EXIT EGRESS PATHWAYS AND EXITS FOR ## TENANT SPACE AND ADJACENT TENANTS.THE G.C. SHALL MAINTAIN INTEGRITY OF ALL EXISTING RATED WALLS AND ## FLOORS. ## G.C. SHALL LOCATE DUMPSTERS PER OWNER DIRECTION SO AS TO NOT DISRUPT ## TRAFFIC OR ADJACENT PROPERTIES. ## G.C. SHALL PROTECT EXISTING HVAC SYSTEM FROM DUST ## INFILTRATION. ## COORDINATE DEMOLITION OR REUSE OF ALL HVAC, PLUMBING AND ELECTRICAL WITH MEP DRAWINGS AND DEMOLITION NOTES.U.N.O., DASHED LINES ON DEMO PLAN INDICATE BUILDING ELEMENTS ## TO BE REMOVED AND/OR RELOCATED. SEE NEW FLOOR PLAN FOR ## COORDINATION. ## FLOOR PLAN LEGEND ## EXISTING WALLS TO REMAIN. NEW INTERIOR METAL STUD AND GWB WALL - SEE WALL TYPES FORDETAILED INFORMATION REGARDING WALL CONSTRUCTION ANDFRAMING HEIGHTS. GC SHALL RESPONSIBLE FOR SIZING LIGHT GAUGE ## STEEL STUD THICKNESS PER SPANS REQUIRED. PROVIDE GWB ## EXPANSION JOINTS EVERY 15' X 15'.NEW DOOR/FRAME IN NEW WALL - SEE DOOR SCHEDULE FOR MORE ## INFORMATION REGARDING DOOR/FRAME/HARDWARE. ## XXX ## STUD WALL ## MASONRY WALL ## DEMOLITION FLOOR PLAN LEGEND ## EXISTING WALL TO BE DEMOLISHED - REMOVE ALL ASSOCIATED SHEATHING, BRACING, PLUMBING, ELECTRICAL AND DATA.CLEAN AND PATCH FLOOR AND ADJACENT WALLS W/ FINISH TO MATCH EXISTING.EXISTING DOOR AND FRAME TO REMAIN - PROTECT DOORS FROMDAMAGE DURING CONSTRUCTION. PATCH/REPAIR ANY DAMAGE.REFURBISH EXISTING DOOR AND HARDWARE TO LIKE-NEW ## CONDITION AS NOTED. EXISTING EXTERIOR OR INTERIOR STOREFRONT SYSTEM TO BEDEMOLISHEDEXISTING DOOR TO BE DEMOLISHED (OR REUSED) - REMOVE ## ASSOCIATED FRAME, BLOCKING, ANCHORS. COORDINATE WITH ## OWNER ON REUSE/RELOCATION. WRAP/PROTECT ## DOORS/FRAMES TO BE REUSED. REFURBISH EXISTINGHARDWARE AS REQUIRED. ## EXISTING EXTERIOR OR INTERIOR STOREFRONT SYSTEM TOREMAIN. 3 ## (N) INTERIOR ALUMINUM STOREFRONT AT MARKET ## WALL TYPE SYMBOL - INDICATES TYPE OF WALL CONSTRUCTION, ## HEIGHT & ANY FIRE RATINGS. SEE GENERAL SHEETS FOR WALL ## TYPES. ## X ## ROOM NAME & NUMBER ## ROOM NAME 100 1 ## DEMOLITION KEY NOTES 2345678 ## GAS PUMP BACKFLOWS TO BE REMOVED. ## ELECTRICAL PANEL TO BE REMOVED.ELECTRICAL DISCONNECT TO BE REMOVED.MANHOLE LID 9 1011 ## UNKNOWN PIPING, POSSIBLE TANK VENTUNIT HEATER TO BE REMOVED. ## SHOP HANDSINK TO BE REMOVED. ## WATER SUB-METER AND SHUTOFF TO BE REMOVED. ## EXISTING DOOR TO BE REMOVED.ELECTRICAL METER SOCKET ## OVERHANG ABOVE 12 ## OVERHEAD GARAGE DOORS TO BE REMOVED ## NEW DOOR AND SIDELITE SYSTEM. SEE DOOR SCHEDULE FOR MORE ## INFORMATION REGARDING DOOR/FRAME/HARDWARE/GLAZING SPECS. ## XXX ## XXX ## NEW OR EXISTING EXTERIOR OR INTERIOR STOREFRONT SYSTEM - ## SEE FLOOR PLANS, INTERIOR ELEVATIONS, EXTERIOR ELEVATIONS ## FOR DETAILS. SEE DOOR SCHEDULE FOR INTERIOR FRAMEELEVATIONS/GLAZING SPECS. ## XXX 4 ## (N) ACCESSIBLE RESTROOMS 5 ## (N) ARCADE GAMES PROVIDED BY IONNA 6 ## (N) COFFEE NICHE MILLWORK 2 ## (N) INTERIOR FURNISHINGS BY IONNA(N) EXTERIOR ALUMINUM STOREFRONT INFILL WHERE GARAGE DOORS ARE ## REMOVED 1 ## DEMO FLOOR PLANSCALE: 1/4" = 1'-0" ## OWNER PROJECT # ## COPYRIGHT 2025 - ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS & DOCUMENTATION MAY NOT BEREPRODUCED OR REDISTRIBUTED IN ANY WAY WITHOUT WRITTEN PERMISSIONFROM REDLINE DESIGN GROUP, PA. ## MN-0008 ## IONNA ## RECHARGERY ## 6016 VERNON AVE. S. ## EDINA, MN. 55436 ## SHEET # ## DESCRIPTION ## DATE 1 # 2 34 5 6 7 89 10 DRAWING LOCATION: G:\RDU 25-171 IONNA RECHARGERY-6016 VERNON AVE. EDINA MN\01 CAD\03 CD\A1.1 FLOOR PLAN.DWG ## PRINTED DATE AND TIME: ## 2/23/2026 3:35 PM ## ARCH PROJECT # ## RDU 25-171 6601 Six Forks Rd. Suite 130 ## Raleigh, NC 27615 919.841.1660 www.redlinedg.com ## SCALE: 1/4" = 1'-0" ## A1.1 ## DEMOLITION AND PROPOSED FLOORPLANS 2 ## PROPOSED FLOOR PLANSCALE: 1/4" = 1'-0" ## NORTH ## NORTH Page 62 of 134 1 2 3 4 5 6 ## DS 2 7 8 1 ## DEMO EXT. ELEVATION KEY NOTES 23 ## EXISTING MAILBOX TO BE REMOVED 4 (E) FABRIC CANOPY TO BE REMOVED(E) METAL COVER TO BE REMOVED. PATCH SIDING TO MATCH ADJACENT(E) WALL PACK LIGHTING TO BE REMOVED 5 ## (E) BUILDING MOUNTED SIGNAGE BOX TO BE REMOVED. 6 ## (E) OVERHEAD DOORS TO BE REMOVED 7 ## (E) DOOR FRAME AND TRANSOM TO BE REMOVED. PREP OPENING TO RECEIVE NEW FINISHES 8 ## (E) EXHAUST VENT TO BE REMOVED. PATCH SIDING TO MATCH ADJACENT ## OWNER PROJECT # ## COPYRIGHT 2025 - ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS & DOCUMENTATION MAY NOT BEREPRODUCED OR REDISTRIBUTED IN ANY WAY WITHOUT WRITTEN PERMISSIONFROM REDLINE DESIGN GROUP, PA. ## MN-0008 ## IONNA ## RECHARGERY ## 6016 VERNON AVE. S. ## EDINA, MN. 55436 ## SHEET # ## DESCRIPTION ## DATE 1 # 2 3456 7 89 10 DRAWING LOCATION: G:\RDU 25-171 IONNA RECHARGERY-6016 VERNON AVE. EDINA MN\01 CAD\03 CD\A6.0 EXTERIOR ELEVATIONS.DWG ## PRINTED DATE AND TIME: 2/24/2026 10:43 AM ## ARCH PROJECT # ## RDU 25-171 6601 Six Forks Rd. Suite 130 ## Raleigh, NC 27615 919.841.1660 www.redlinedg.com ## DEMOLITION EXTERIOR ELEVATIONS ## SCALE: AS NOTED ## A6.0 4 ## DEMOLITION ELEVATION (LEFT)SCALE: 1/4" = 1'-0" 3 ## DEMOLITION ELEVATION (REAR)SCALE: 1/4" = 1'-0" 2 ## DEMOLITION ELEVATION (RIGHT) FACING EDEN PRARIE RD.SCALE: 1/4" = 1'-0" 1 ## DEMOLITION ELEVATION (FRONT) FACING VERNON AVE.SCALE: 1/4" = 1'-0" Page 63 of 134 ## T.O. PARAPET ## (+) 12'-0" A.F.F. ## T.O. WALL ## (+) 17'-2" A.F.F. ## T.O. PARAPET ## (+) 14'-5" A.F.F. ## EP-9 ## EP-10EP-11EP-12EP-13EP-14 ## EP-3 ## EP-2 ## EP-3 ## EP-6 ## EP-6 1 2 ## EP-2 6 ## EP-2 ## EP-3 ## T.O. PARAPET ## (+) 14'-5" A.F.F. ## T.O. WALL ## (+) 17'-2" A.F.F. ## EP-2EP-3 45 ## DS ## T.O. PARAPET ## (+) 13'-11" A.F.F. ## EP-3EP-2 ## T.O. PARAPET ## (+) 12'-0" A.F.F. ## T.O. PARAPET ## (+) 11'-9" A.F.F. ## EP-2 ## EP-3 6 ## EP-2 ## EP-9 ## EP-10EP-11EP-12EP-13EP-14 ## EP-3EP-2 ## T.O. PARAPET ## (+) 12'-0" A.F.F. ## T.O. WALL ## (+) 17'-2" A.F.F. ## T.O. PARAPET ## (+) 14'-5" A.F.F. ## MU-1 4 ## EP-3EP-2 6 ## ID ## NAME ## MFGR. ## COLOR ## EXTERIOR FINISH SPECIFICATIONS ## EP-3EP-9EP-10EP-11EP-12EP-13EP-14 ## PAINT-SOFT LIGHT SHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMS ## PAINT-I02PAINT-I03PAINT-I04PAINT-I05PAINT-I06 ## PAINT-I07 SW 7563 RESTFUL WHITECLOSEST MATCH TO PMS 7630 CCLOSEST MATCH TO PMS 484 CCLOSEST MATCH TO PMS 2349 CCLOSEST MATCH TO PMS 165 CCLOSEST MATCH TO PMS 148 CCLOSEST MATCH TO PMS 475 C ## EP-2 PAINT-SOFT DARK ## SHERWIN WILLIAMS ## SW 7605 GALE FORCE ## EP-1 PAINT-ION ORANGE ## SHERWIN WILLIAMS ## SW 6886 INVIGORATE ## EP-6 PAINT-BLACK ## SHERWIN WILLIAMS ## SW 6258 TRICORN BLACK 1 ## EXT. ELEVATION KEY NOTES 2345 ## EXTERIOR GRAPHICS SCHEDULE ## ION-CL ## MU-1 ## NAME: ## CHANNEL LETTER - SOFT LIGHT ## FURNISHED BY: IONNA VENDORINSTALLED BY: IONNA VENDORNAME: ## TOMBSTONE GRAPHIC ## FURNISHED BY: IONNA VENDORINSTALLED BY: IONNA VENDOR (E) WINDOWS TO REMAIN. PAINT TO MATCH NEW STOREFRONT(N) ALUMINUM STOREFRONT - BLACK(N) SIGNAGE FACE, RE-USE EXISTING SIGNAGE FRAME(N) METAL PANEL CLADDING TO MATCH EXISTING ADJACENT PANELING G.C. TO INSPECT AND REPAIR CONCRETE PARGING WAINSCOT TO PROVIDE SMOOTH SURFACE IN 'LIKE-NEW'CONDITION ## NEW METAL PANELSEXISTING CMUEXISTING METAL PANELSEXISTING SIDING ## CONCRETE PARGING OVER CMU ## EXTERIOR ELEVATIONS LEGEND 6 ## UNDERSIDE OF SOFFIT TO BE PAINTED (EP-1) ## OWNER PROJECT # ## COPYRIGHT 2025 - ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS & DOCUMENTATION MAY NOT BEREPRODUCED OR REDISTRIBUTED IN ANY WAY WITHOUT WRITTEN PERMISSIONFROM REDLINE DESIGN GROUP, PA. ## MN-0008 ## IONNA ## RECHARGERY ## 6016 VERNON AVE. S. ## EDINA, MN. 55436 ## SHEET # ## DESCRIPTION ## DATE 1 # 2 3456 7 89 10 DRAWING LOCATION: G:\RDU 25-171 IONNA RECHARGERY-6016 VERNON AVE. EDINA MN\01 CAD\03 CD\A6.0 EXTERIOR ELEVATIONS.DWG ## PRINTED DATE AND TIME: 2/24/2026 10:43 AM ## ARCH PROJECT # ## RDU 25-171 6601 Six Forks Rd. Suite 130 ## Raleigh, NC 27615 919.841.1660 www.redlinedg.com ## PROPOSED EXTERIOR ELEVATIONS ## SCALE: AS NOTED ## A6.1 4 ## PROPOSED ELEVATION (LEFT)SCALE: 1/4" = 1'-0" 3 ## PROPOSED ELEVATION (REAR)SCALE: 1/4" = 1'-0" 2 ## PROPOSED ELEVATION (RIGHT) FACING EDEN PRARIE RD.SCALE: 1/4" = 1'-0" 1 ## PROPOSED ELEVATION (FRONT) FACING VERNON AVE.SCALE: 1/4" = 1'-0" Page 64 of 134 ## ID ## NAME ## MFGR. ## COLOR ## EXTERIOR FINISH SPECIFICATIONS ## EP-3EP-9EP-10EP-11EP-12EP-13EP-14 ## PAINT-SOFT LIGHT SHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMS ## PAINT-I02PAINT-I03PAINT-I04PAINT-I05PAINT-I06 ## PAINT-I07 SW 7563 RESTFUL WHITECLOSEST MATCH TO PMS 7630 CCLOSEST MATCH TO PMS 484 CCLOSEST MATCH TO PMS 2349 CCLOSEST MATCH TO PMS 165 CCLOSEST MATCH TO PMS 148 CCLOSEST MATCH TO PMS 475 C ## EP-2 PAINT-SOFT DARK ## SHERWIN WILLIAMS ## SW 7605 GALE FORCE ## EP-1 PAINT-ION ORANGE ## SHERWIN WILLIAMS ## SW 6886 INVIGORATE ## EP-6 PAINT-BLACK ## SHERWIN WILLIAMS ## SW 6258 TRICORN BLACK 1 ## EXT. ELEVATION KEY NOTES 2345 ## EXTERIOR GRAPHICS SCHEDULE ## ION-CL ## MU-1 ## NAME: ## CHANNEL LETTER - SOFT LIGHT ## FURNISHED BY: IONNA VENDORINSTALLED BY: IONNA VENDORNAME: ## TOMBSTONE GRAPHIC ## FURNISHED BY: IONNA VENDORINSTALLED BY: IONNA VENDOR (E) WINDOWS TO REMAIN. PAINT TO MATCH NEW STOREFRONT(N) ALUMINUM STOREFRONT - BLACK(N) SIGNAGE FACE, RE-USE EXISTING SIGNAGE FRAME(N) METAL PANEL CLADDING TO MATCH EXISTING ADJACENT PANELING G.C. TO INSPECT AND REPAIR CONCRETE PARGING WAINSCOT TO PROVIDE SMOOTH SURFACE IN 'LIKE-NEW'CONDITION ## NEW METAL PANELSEXISTING CMUEXISTING METAL PANELSEXISTING SIDING ## CONCRETE PARGING OVER CMU ## EXTERIOR ELEVATIONS LEGEND 6 ## UNDERSIDE OF SOFFIT TO BE PAINTED (EP-1) ## OWNER PROJECT # ## COPYRIGHT 2025 - ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS & DOCUMENTATION MAY NOT BEREPRODUCED OR REDISTRIBUTED IN ANY WAY WITHOUT WRITTEN PERMISSIONFROM REDLINE DESIGN GROUP, PA. ## MN-0008 ## IONNA ## RECHARGERY ## 6016 VERNON AVE. S. ## EDINA, MN. 55436 ## SHEET # ## DESCRIPTION ## DATE 1 # 2 3456 7 89 10 DRAWING LOCATION: G:\RDU 25-171 IONNA RECHARGERY-6016 VERNON AVE. EDINA MN\01 CAD\03 CD\A6.0 EXTERIOR ELEVATIONS.DWG ## PRINTED DATE AND TIME: 2/24/2026 10:45 AM ## ARCH PROJECT # ## RDU 25-171 6601 Six Forks Rd. Suite 130 ## Raleigh, NC 27615 919.841.1660 www.redlinedg.com ## PROPOSED EXTERIOR ELEVATIONS ## SCALE: AS NOTED ## A6.1 4 ## PROPOSED ELEVATION (LEFT)SCALE: 1/4" = 1'-0" 3 ## PROPOSED ELEVATION (REAR)SCALE: 1/4" = 1'-0" 2 ## PROPOSED ELEVATION (RIGHT) FACING EDEN PRARIE RD.SCALE: 1/4" = 1'-0" 1 ## PROPOSED ELEVATION (FRONT) FACING VERNON AVE.SCALE: 1/4" = 1'-0" Page 65 of 134 Page 66 of 134 File #193807644 April 21, 2026 Prepared by: ## Stantec Consulting Services Inc. ## One Carlson Parkway ## Plymouth, MN 55447 Phone: 763-479-4200 Fax: 763-479-4242 Prepared for: ## City of Edina 4801 W. 50th Street ## Edina, MN 55424 ## Traffic and Parking Study for ## 6016 Vernon Avenue ## in Edina, MN Page 67 of 134 April 2026 i ## Table of Contents TABLE OF CONTENTS ..................................................................................... I ## 1.0 EXECUTIVE SUMMARY ...................................................................... 1-1 ## 2.0 PURPOSE AND BACKGROUND ........................................................... 2-1 ## 3.0 EXISTING CONDITIONS .................................................................... 3-1 ## 4.0 TRAFFIC FORECASTS ........................................................................ 4-1 5.0 TRAFFIC ANALYSIS ........................................................................... 5-4 ## 6.0 PARKING ANALYSIS ......................................................................... 6-1 ## 7.0 CONCLUSIONS AND RECOMMENDATIONS ......................................... 7-1 8.0 APPENDIX ........................................................................................ 8-1 ## FIGURES ## FIGURE 1 PROJECT LOCATION .................................................................. 2-2 FIGURE 2 SITE PLAN ................................................................................ 2-3 ## FIGURE 3 EXISTING CONDITIONS ............................................................. 3-2 ## FIGURE 4 WEEKDAY A.M. AND P.M. PEAK HOUR VOLUMES .......................... 4-3 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __________________________________ DATE: April 21, 2026 ## Edward F. Terhaar ## License No. 24441 Page 68 of 134 April 2026 1-1 ## 1.0 Executive Summary The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed IONNA electric vehicle charging station to be located at 6016 Vernon Avenue in Edina, MN. The proposed project location currently contains a vacant auto repair shop. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: ## • Vernon Avenue/Blake Road/Olinger Boulevard ## • Vernon Avenue/Highwood Drive/Olinger Road ## • Vernon Avenue/Tracy Avenue • Vernon Avenue/west development access • Vernon Avenue/east development access The proposed project involves installing seven level 3 DC fast chargers and remodeling the existing 1,200 square foot building to include restrooms, seating area, and an unmanned convenience store. The site plan shows 16 total parking spaces. As shown in the site plan, the project includes two access points on Vernon Avenue. The project is expected to be completed in 2027. The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed development is expected to add 4 trips during the a.m. peak hour, 7 trips during the p.m. peak hour and 86 trips daily. • The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. • Information from the owner indicates an average usage of 4 stalls during the a.m. peak hour and 7 stalls during the p.m. peak hour. The peak number of stalls used is also estimated at 7 stalls. The 16 total spaces provided are 9 spaces greater than the peak usage. • Edina City code requires one space per 300 square feet of building space plus one space per employee, which equates to 5 spaces. The 16 total spaces provided are 11 spaces greater than the City code requirement. • Future plans for this area include upgrading to buffered bike lanes on Vernon Avenue, Blake Road, and Olinger Boulevard and new secondary sidewalk on Olinger Boulevard. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. • The proposed project includes the construction of sidewalk along the Vernon Avenue property frontage. Page 69 of 134 April 2026 1-2 • As shown in the site plan, the project includes two access points on Vernon Avenue. The proposed access points are located in the same location as the two existing access points. Based on the expected number of trip generated by the site, the access point are expected to operate adequately. • All traffic to and from the site will directly access Vernon Avenue with no access to the neighborhood to the north. The plan also includes tree plantings on the north side of the site for screening. Impacts to the neighborhood are expected to be minimal. • Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. Page 70 of 134 April 2026 2-1 2.0 Purpose and Background The purpose of this Traffic and Parking Study is to evaluate the impacts of the proposed IONNA electric vehicle charging station to be located at 6016 Vernon Avenue in Edina, MN. The proposed project location currently contains a vacant auto repair shop. The project location is shown in Figure 1. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed development at the following intersections: ## • Vernon Avenue/Blake Road/Olinger Boulevard ## • Vernon Avenue/Highwood Drive/Olinger Road ## • Vernon Avenue/Tracy Avenue • Vernon Avenue/west development access • Vernon Avenue/east development access ## Proposed Development Characteristics The proposed project involves installing seven level 3 DC fast chargers and remodeling the existing 1,200 square foot building to include restrooms, seating area, and unmanned convenience store. The site plan shows 16 total parking spaces. As shown in the site plan, the project includes two access points on Vernon Avenue. The project is expected to be completed in 2027. The current site plan is shown in Figure 2. Page 71 of 134 April 2026 2-2 Page 72 of 134 April 2026 2-3 Page 73 of 134 April 2026 3-1 ## 3.0 Existing Conditions The proposed project location currently contains a vacant auto repair building and parking area. The site is bounded by Vernon Avenue on the south, Eden Prairie Road on the north, and residential uses on the east and west. Near the site location, Vernon Avenue, Blake Road, Olinger Boulevard, Highwood Drive, and Olinger Road are two lane undivided roadways. Existing conditions at the proposed project location are shown in Figure 3 and described below. ## Vernon Avenue/Blake Road/Olinger Boulevard This four-way intersection is controlled with a traffic signal. The eastbound and westbound approaches provide a left turn lane and a through/right turn lane. The northbound and southbound approaches provide a left turn/through/right turn lane. ## Vernon Avenue/Highwood Drive/Olinger Road This four-way intersection is controlled with stop signs on the northbound and southbound approaches. All approaches provide one left turn/through/right turn lane. ## Vernon Avenue/Tracy Avenue This four-way intersection is controlled with a traffic signal. The eastbound and westbound approaches provide a left turn lane and a through/right turn lane. The northbound approach provides a left turn/through lane and a right turn lane. The southbound approach provides a left turn/through/right turn lane. ## Traffic Volume Data Weekday traffic volume data at Vernon Avenue/Tracy Avenue was recorded in September, 2024 for a previous study. Traffic volume data at Vernon Avenue/Blake Road/Olinger Boulevard and Vernon Avenue/Highwood Drive/Olinger Road was recorded in April, 2022 for a previous study. Traffic volume data is presented later in this report. Page 74 of 134 April 2026 3-2 Page 75 of 134 April 2026 4-1 ## 4.0 Traffic Forecasts ## Traffic Forecast Scenarios To adequately address the impacts of the proposed project, forecasts and analyses were completed for the year 2027. Specifically, weekday a.m. and p.m. peak hour traffic forecasts were completed for the following scenarios: • 2026 Existing. Existing volumes were determined through traffic counts at the subject intersections. The existing volume information includes trips generated by the uses near the project site. • 2027 No-Build. Existing volumes at the subject intersections were increased by 1.0 percent per year to determine 2026 No-Build volumes. The 1.0 percent per year growth rate was calculated based on both recent growth experienced near the site and projected growth due to additional development in the area. • 2027 Build. Trips generated by the proposed development were added to the 2026 No-Build volumes to determine 2026 Build volumes. ## Trip Generation for Proposed Project Weekday a.m. and p.m. peak hour trip generation estimates for the proposed project were calculated based on detailed facility user information for six similar sites located across the country. The resultant trip generation estimates are shown in Table 4-1. Table 4-1 ## Trip Generation for Proposed Project ## Use ## Weekday AM Peak Hour ## Weekday PM Peak Hour ## Weekday ## Daily ## In Out Total In Out Total Total Vehicle chargers 2 2 4 4 3 7 86 As shown, the project add 4 trips during the a.m. peak hour, 7 trips during the p.m. peak hour, and 86 trips daily. ## Trip Distribution Percentages Trip distribution percentages for the subject development trips were established based on the nearby roadway network, existing and expected future traffic patterns, and location of the subject development in relation to major attractions and population concentrations. Page 76 of 134 April 2026 4-2 The distribution percentages for trips generated by the proposed development are as follows: • 45 percent to/from the east on Vernon Avenue • 10 percent to/from the south on Tracy Avenue • 35 percent to/from the west on Vernon Avenue • 5 percent to/from the north on Blake Road • 3 percent to/from the south on Olinger Boulevard • 2 percent to/from the south on Olinger Road ## Traffic Volumes Development trips were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier during the weekday a.m. and p.m. peak hours. The resultant traffic volumes are presented in Figure 4. Page 77 of 134 April 2026 4-3 Page 78 of 134 April 2026 5-4 ## 5.0 Traffic Analysis ## Intersection Level of Service Analysis Traffic analyses were completed for the subject intersections for all scenarios described earlier during the weekday a.m. and p.m. peak hours using Synchro/SimTraffic software. Initial analysis was completed using existing geometrics and intersection control. Capacity analysis results are presented in terms of level of service (LOS), which is defined in terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the best intersection operation, with little delay for each vehicle using the intersection. LOS F represents the worst intersection operation with excessive delay. In accordance with MnDOT traffic study guidelines, this analysis used the LOS D/E boundary as an indicator of acceptable traffic operations. The following is a detailed description of the conditions described by each LOS designation: • Level of service A corresponds to a free flow condition with motorists virtually unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection, the average delay per vehicle would be approximately 10 seconds or less. • Level of service B represents stable flow with a high degree of freedom, but with some influence from the intersection control device and the traffic volumes. For a signalized intersection, the average delay ranges from 10 to 20 seconds. An unsignalized intersection would have delays ranging from 10 to 15 seconds for this level. • Level of service C depicts a restricted flow which remains stable, but with significant influence from the intersection control device and the traffic volumes. The general level of comfort and convenience changes noticeably at this level. The delay ranges from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an unsignalized intersection at this level. • Level of service D corresponds to high-density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in comfort and convenience are experienced. The control delay for this level is 35 to 55 seconds for a signalized intersection and 25 to 35 seconds for an unsignalized intersection. • Level of service E represents unstable flow of traffic at or near the capacity of the intersection with poor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. • Level of service F represents forced flow in which the volume of traffic approaching the intersection exceeds the volume that can be served. Characteristics often experienced include long queues, stop-and-go waves, poor travel times, low comfort and convenience, and increased accident exposure. Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. Page 79 of 134 April 2026 5-5 The LOS results for the study intersections are discussed below. 2026 Existing ## Weekday A.M. and P.M. Peak Hour LOS Results ## Intersection Traffic ## Control ## AM Peak ## Hour LOS ## PM Peak ## Hour LOS ## Vernon Ave/Blake Rd/Olinger Blvd Signal A/B A/C ## Vernon Ave/Highwood Dr/Olinger Rd NB/SB stop A/C A/D ## Vernon Ave/Tracy Ave Signal B/C B/C Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS C or better. During the p.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS D or better. ## 2027 No Build ## Weekday A.M. and P.M. Peak Hour LOS Results ## Intersection Traffic ## Control ## AM Peak ## Hour LOS ## PM Peak ## Hour LOS ## Vernon Ave/Blake Rd/Olinger Blvd Signal A/B A/C ## Vernon Ave/Highwood Dr/Olinger Rd NB/SB stop A/C A/D ## Vernon Ave/Tracy Ave Signal B/C B/C Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS C or better. During the p.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS D or better. 2027 Build ## Weekday A.M. and P.M. Peak Hour LOS Results ## Intersection Traffic ## Control ## AM Peak ## Hour LOS ## PM Peak ## Hour LOS ## Vernon Ave/Blake Rd/Olinger Blvd Signal A/B A/C ## Vernon Ave/Highwood Dr/Olinger Rd NB/SB stop A/C A/D ## Vernon Ave/Tracy Ave Signal B/C B/C ## Vernon Ave/west access SB stop A/A A/C ## Vernon Ave/east access SB stop A/A A/B Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS C or better. During the p.m. peak hour, all intersections operate at LOS B or better and movements operate at LOS D or better. ## Overall Traffic Impact The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. Page 80 of 134 April 2026 5-6 ## Access Locations As shown in the site plan, the project includes two access points on Vernon Avenue. The proposed access points are located in the same location as the two existing access points. Based on the expected number of trip generated by the site, the access point are expected to operate adequately. ## Neighborhood Impacts All traffic to and from the site will directly access Vernon Avenue with no access to the neighborhood to the north. The plan also includes tree plantings on the north side of the site for screening. Impacts to the neighborhood are expected to be minimal. ## Bicycle and Pedestrian Facilities Under existing conditions, sidewalk is provided on the west side of Blake Road, the south side of Vernon Avenue, and the west side of Olinger Road. A two-way off street trail is provided on the west side of Olinger Boulevard. No sidewalk is provided on Highwood Drive. Striped bike lanes are provided on Vernon Avenue, Blake Road, and Olinger Boulevard. Bicycles are allowed on all the surrounding streets. Future plans for this area include upgrading to buffered bike lanes on Vernon Avenue, Blake Road, and Olinger Boulevard and new secondary sidewalk on Olinger Boulevard. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. The proposed project includes the construction of sidewalk along the Vernon Avenue property frontage. ## Transit Facilities The subject site presently is not directly served by transit. The closest bus stop is on Vernon Avenue at Eden Avenue for Metro Transit bus route 46. ## Travel Demand Management Plan (TDM) Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: • Providing maps that show the area bus routes and schedules. • Providing maps of bicycle and pedestrian facilities. • Providing information on starting and joining commuter programs. The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. Page 81 of 134 April 2026 6-1 ## 6.0 Parking Analysis As described earlier, the site plan shows 16 total parking spaces, with 14 spaces used for vehicle charging and 2 general spaces near the building. Information from the owner indicates an average usage of 4 stalls during the a.m. peak hour and 7 stalls during the p.m. peak hour. The peak number of stalls used is also estimated at 7 stalls. The 16 total spaces provided are 9 spaces greater than the peak usage. Edina City code requires one space per 300 square feet of building space plus one space per employee, which equates to 5 spaces. The 16 total spaces provided are 11 spaces greater than the City code requirement. Overall, parking is expected to be adequate for this site. Page 82 of 134 April 2026 7-1 7.0 Conclusions and Recommendations The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed development is expected to add 4 trips during the a.m. peak hour, 7 trips during the p.m. peak hour and 86 trips daily. • The trips added to the roadway system by the proposed development are expected to have minimal impact on traffic operations on the surrounding street system. No improvements are needed at the subject intersections to accommodate the proposed project. • Information from the owner indicates an average usage of 4 stalls during the a.m. peak hour and 7 stalls during the p.m. peak hour. The peak number of stalls used is also estimated at 7 stalls. The 16 total spaces provided are 9 spaces greater than the peak usage. • Edina City code requires one space per 300 square feet of building space plus one space per employee, which equates to 5 spaces. The 16 total spaces provided are 11 spaces greater than the City code requirement. • Future plans for this area include upgrading to buffered bike lanes on Vernon Avenue, Blake Road, and Olinger Boulevard and new secondary sidewalk on Olinger Boulevard. The proposed project will benefit from the existing and proposed sidewalk and bicycle facilities in this area. • The proposed project includes the construction of sidewalk along the Vernon Avenue property frontage. • As shown in the site plan, the project includes two access points on Vernon Avenue. The proposed access points are located in the same location as the two existing access points. Based on the expected number of trip generated by the site, the access point are expected to operate adequately. • All traffic to and from the site will directly access Vernon Avenue with no access to the neighborhood to the north. The plan also includes tree plantings on the north side of the site for screening. Impacts to the neighborhood are expected to be minimal. • Per City requirements, a Travel Demand Management (TDM) plan is required for this project. The goal of the TDM plan is to reduce vehicular trips during peak hours and carbon emissions from vehicles. TDM strategies for this site include: o Providing maps that show the area bus routes and schedules. o Providing maps of bicycle and pedestrian facilities. o Providing information on starting and joining commuter programs. Page 83 of 134 April 2026 7-2 The goal of the TDM plan is a 10 percent reduction in single occupant vehicle trips. The TDM plan strategies should be implemented at the time the project is complete and fully operational. Page 84 of 134 April 2026 8-1 8.0 Appendix ## • Level of Service Worksheets Page 85 of 134 ## HCM 7th Signalized Intersection Summary2026 AM Peak Hour ## 27: Olinger Blvd/Blake Rd & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)553402723302626184591269 ## Future Volume (veh/h)553402723302626184591269 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h603702923592828204641375 Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ## Percent Heavy Veh, %222222222222 Cap, veh/h720 110787710 1107862251301919735109 Arrive On Green0.65 0.65 0.65 0.65 0.65 0.65 0.14 0.14 0.140.14 0.14 0.14 Sat Flow, veh/h997 1712134986 1713134669914132541245766 ## Grp Volume(v), veh/h60039920387520015200 Grp Sat Flow(s),veh/h/ln9970 18469860 1846 171500 155200 ## Q Serve(g_s), s1.20.04.10.00.04.00.00.00.02.80.00.0 ## Cycle Q Clear(g_c), s5.20.04.14.20.04.01.10.00.03.90.00.0 Prop In Lane1.000.07 1.000.07 0.540.08 0.420.49 Lane Grp Cap(c), veh/h7200 11937100 11933740034100 V/C Ratio(X)0.08 0.00 0.33 0.00 0.00 0.32 0.14 0.00 0.00 0.45 0.00 0.00 Avail Cap(c_a), veh/h7200 11937100 11939900096200 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh4.50.03.44.30.03.4 16.10.00.0 17.30.00.0 Incr Delay (d2), s/veh0.20.00.80.00.00.70.20.00.00.90.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.20.00.90.00.00.90.40.00.01.30.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh4.80.04.14.30.04.1 16.30.00.0 18.20.00.0 ## LnGrp LOSAAAABB ## Approach Vol, veh/h45938952152 ## Approach Delay, s/veh4.24.116.318.2 ## Approach LOSAABB ## Timer - Assigned Phs2468 Phs Duration (G+Y+Rc), s10.532.010.532.0 Change Period (Y+Rc), s4.54.54.54.5 ## Max Green Setting (Gmax), s23.527.523.527.5 ## Max Q Clear Time (g_c+I1), s3.17.25.96.2 ## Green Ext Time (p_c), s0.22.70.72.4 ## Intersection Summary ## HCM 7th Control Delay, s/veh6.8 ## HCM 7th LOSA Page 86 of 134 ## HCM 7th TWSC2026 AM Peak Hour ## 6: Olinger Rd/Highwood Dr & Vernon Ave ## Synchro 12 Report ## Intersection ## Int Delay, s/veh1.7 MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations Traffic Vol, veh/h5 391 7 32 339 9 10 3 15 22 7 8 Future Vol, veh/h5 391 7 32 339 9 10 3 15 22 7 8 Conflicting Peds, #/hr0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop ## RT Channelized-- None-- None-- None-- None ## Storage Length------------ Veh in Median Storage, # - 0-- 0-- 0-- 0- Grade, %- 0-- 0-- 0-- 0- Peak Hour Factor92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow5 425 8 35 368 10 11 3 16 24 8 9 ## Major/MinorMajor1Major2Minor1Minor2 Conflicting Flow All 378 0 0 433 0 0 882 888 429 880 886 373 Stage 1------ 440 440- 443 443- Stage 2------ 442 448- 438 443- Critical Hdwy4.12-- 4.12-- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1------ 6.12 5.52- 6.12 5.52- Critical Hdwy Stg 2------ 6.12 5.52- 6.12 5.52- Follow-up Hdwy2.218-- 2.218-- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1180-- 1127-- 267 283 626 267 283 673 Stage 1------ 596 578- 594 576- Stage 2------ 595 573- 598 575- Platoon blocked, %---- Mov Cap-1 Maneuver 1180-- 1127-- 245 270 626 246 271 673 Mov Cap-2 Maneuver------ 245 270- 246 271- Stage 1------ 593 574- 571 553- Stage 2------ 556 551- 575 572- ## ApproachEBWBNBSB ## HCM Ctrl Dly, s/v0.10.715.6319.35 ## HCM LOSCC Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)369 22-- 151-- 291 ## HCM Lane V/C Ratio0.082 0.005-- 0.031-- 0.138 HCM Ctrl Dly (s/v)15.6 8.1 0- 8.3 0- 19.4 HCM Lane LOSC A A- A A- C HCM 95th %tile Q(veh)0.3 0-- 0.1-- 0.5 Page 87 of 134 ## HCM 7th Signalized Intersection Summary2026 AM Peak Hour ## 3: Tracy Ave & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)2261855106387864241135704117 ## Future Volume (veh/h)2261855106387864241135704117 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h2571063122445994847155804720 Peak Hour Factor0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 ## Percent Heavy Veh, %222222222222 Cap, veh/h557842754307951771941612521768727 Arrive On Green0.08 0.50 0.50 0.12 0.54 0.54 0.16 0.16 0.160.16 0.16 0.16 Sat Flow, veh/h1781 1693150 1781 1481330660 1011 1585535546170 ## Grp Volume(v), veh/h250773122054495015514700 Grp Sat Flow(s),veh/h/ln17810 1843 17810 1811 16710 1585125100 Q Serve(g_s), s0.40.0 22.21.70.0 12.20.00.05.64.30.00.0 Cycle Q Clear(g_c), s0.40.0 22.21.70.0 12.22.90.05.67.20.00.0 Prop In Lane1.000.08 1.000.18 0.511.00 0.540.14 ## Lane Grp Cap(c), veh/h55709164300971355025229000 V/C Ratio(X)0.04 0.00 0.84 0.28 0.00 0.56 0.27 0.00 0.61 0.51 0.00 0.00 Avail Cap(c_a), veh/h5570 14634300 1509629053253600 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh6.30.0 13.39.60.09.4 22.80.0 23.9 24.70.00.0 Incr Delay (d2), s/veh0.20.02.71.70.00.50.40.02.41.40.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.10.08.20.70.04.01.20.02.12.00.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh6.40.0 16.0 11.30.09.9 23.20.0 26.4 26.10.00.0 ## LnGrp LOSABBACCC ## Approach Vol, veh/h798666250147 ## Approach Delay, s/veh15.710.125.126.1 ## Approach LOSBBCC ## Timer - Assigned Phs234678 Phs Duration (G+Y+Rc), s14.2 12.0 34.914.29.6 37.3 Change Period (Y+Rc), s4.54.54.54.54.54.5 Max Green Setting (Gmax), s20.57.5 48.520.55.1 50.9 Max Q Clear Time (g_c+I1), s7.63.7 24.29.22.4 14.2 ## Green Ext Time (p_c), s0.80.16.20.60.04.1 ## Intersection Summary ## HCM 7th Control Delay, s/veh15.8 ## HCM 7th LOSB Page 88 of 134 ## HCM 7th Signalized Intersection Summary2027 No Build AM Peak Hour ## 27: Olinger Blvd/Blake Rd & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)563432723332626184601270 ## Future Volume (veh/h)563432723332626184601270 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h613732923622828204651376 Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ## Percent Heavy Veh, %222222222222 Cap, veh/h716 110586706 1106862261311919835110 Arrive On Green0.65 0.65 0.65 0.65 0.65 0.65 0.14 0.14 0.140.14 0.14 0.14 Sat Flow, veh/h994 1713133983 1714133671911132542244765 ## Grp Volume(v), veh/h61040220390520015400 Grp Sat Flow(s),veh/h/ln9940 18469830 1846 171500 155100 ## Q Serve(g_s), s1.30.04.20.00.04.10.00.00.02.90.00.0 ## Cycle Q Clear(g_c), s5.30.04.24.20.04.11.10.00.04.00.00.0 Prop In Lane1.000.07 1.000.07 0.540.08 0.420.49 Lane Grp Cap(c), veh/h7160 11917060 11913760034300 V/C Ratio(X)0.09 0.00 0.34 0.00 0.00 0.33 0.14 0.00 0.00 0.45 0.00 0.00 Avail Cap(c_a), veh/h7160 11917060 11919880096000 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh4.60.03.44.40.03.4 16.10.00.0 17.30.00.0 Incr Delay (d2), s/veh0.20.00.80.00.00.70.20.00.00.90.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.20.00.90.00.00.90.40.00.01.30.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh4.80.04.24.40.04.1 16.20.00.0 18.20.00.0 ## LnGrp LOSAAAABB ## Approach Vol, veh/h46339252154 ## Approach Delay, s/veh4.34.116.218.2 ## Approach LOSAABB ## Timer - Assigned Phs2468 Phs Duration (G+Y+Rc), s10.632.010.632.0 Change Period (Y+Rc), s4.54.54.54.5 ## Max Green Setting (Gmax), s23.527.523.527.5 ## Max Q Clear Time (g_c+I1), s3.17.36.06.2 ## Green Ext Time (p_c), s0.22.70.72.4 ## Intersection Summary ## HCM 7th Control Delay, s/veh6.8 ## HCM 7th LOSA Page 89 of 134 ## HCM 7th TWSC2027 No Build AM Peak Hour ## 6: Olinger Rd/Highwood Dr & Vernon Ave ## Synchro 12 Report ## Intersection ## Int Delay, s/veh1.7 MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations Traffic Vol, veh/h5 395 7 32 342 9 10 3 16 22 7 8 Future Vol, veh/h5 395 7 32 342 9 10 3 16 22 7 8 Conflicting Peds, #/hr0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop ## RT Channelized-- None-- None-- None-- None ## Storage Length------------ Veh in Median Storage, # - 0-- 0-- 0-- 0- Grade, %- 0-- 0-- 0-- 0- Peak Hour Factor92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow5 429 8 35 372 10 11 3 17 24 8 9 ## Major/MinorMajor1Major2Minor1Minor2 Conflicting Flow All 382 0 0 437 0 0 889 895 433 888 894 377 Stage 1------ 444 444- 446 446- Stage 2------ 445 451- 442 448- Critical Hdwy4.12-- 4.12-- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1------ 6.12 5.52- 6.12 5.52- Critical Hdwy Stg 2------ 6.12 5.52- 6.12 5.52- Follow-up Hdwy2.218-- 2.218-- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1177-- 1123-- 264 280 623 264 280 670 Stage 1------ 593 575- 591 574- Stage 2------ 592 571- 595 573- Platoon blocked, %---- Mov Cap-1 Maneuver 1177-- 1123-- 242 267 623 242 268 670 Mov Cap-2 Maneuver------ 242 267- 242 268- Stage 1------ 589 572- 568 551- Stage 2------ 554 549- 571 569- ## ApproachEBWBNBSB ## HCM Ctrl Dly, s/v0.10.6915.6219.56 ## HCM LOSCC Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)371 22-- 150-- 287 ## HCM Lane V/C Ratio0.085 0.005-- 0.031-- 0.14 HCM Ctrl Dly (s/v)15.6 8.1 0- 8.3 0- 19.6 HCM Lane LOSC A A- A A- C HCM 95th %tile Q(veh)0.3 0-- 0.1-- 0.5 Page 90 of 134 ## HCM 7th Signalized Intersection Summary2027 No Build AM Peak Hour ## 3: Tracy Ave & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)2262456107391874241136714117 ## Future Volume (veh/h)2262456107391874241136714117 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h25717641234491004847156824720 Peak Hour Factor0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 ## Percent Heavy Veh, %222222222222 Cap, veh/h553846764247981781931612551778627 Arrive On Green0.08 0.50 0.50 0.12 0.54 0.54 0.16 0.16 0.160.16 0.16 0.16 Sat Flow, veh/h1781 1692151 1781 1481330659 1001 1585541536167 ## Grp Volume(v), veh/h250781123054995015614900 Grp Sat Flow(s),veh/h/ln17810 1843 17810 1811 16600 1585124400 Q Serve(g_s), s0.40.0 22.81.70.0 12.40.00.05.74.50.00.0 Cycle Q Clear(g_c), s0.40.0 22.81.70.0 12.42.90.05.77.40.00.0 Prop In Lane1.000.08 1.000.18 0.511.00 0.550.13 ## Lane Grp Cap(c), veh/h55309224240976355025529000 V/C Ratio(X)0.05 0.00 0.85 0.29 0.00 0.56 0.27 0.00 0.61 0.51 0.00 0.00 Avail Cap(c_a), veh/h5530 14434240 1487619052452600 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh6.30.0 13.49.90.09.5 23.00.0 24.2 25.10.00.0 Incr Delay (d2), s/veh0.20.02.91.70.00.50.40.02.41.40.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.10.08.50.70.04.11.20.02.22.10.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh6.50.0 16.3 11.60.0 10.0 23.40.0 26.6 26.50.00.0 ## LnGrp LOSABBACCC ## Approach Vol, veh/h806672251149 ## Approach Delay, s/veh16.010.325.426.5 ## Approach LOSBBCC ## Timer - Assigned Phs234678 Phs Duration (G+Y+Rc), s14.5 12.0 35.514.59.6 37.9 Change Period (Y+Rc), s4.54.54.54.54.54.5 Max Green Setting (Gmax), s20.57.5 48.520.55.1 50.9 Max Q Clear Time (g_c+I1), s7.73.7 24.89.42.4 14.4 ## Green Ext Time (p_c), s0.80.16.20.60.04.2 ## Intersection Summary ## HCM 7th Control Delay, s/veh16.0 ## HCM 7th LOSB Page 91 of 134 ## HCM 7th Signalized Intersection Summary2027 Build AM Peak Hour ## 27: Olinger Blvd/Blake Rd & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)563442723342626184601270 ## Future Volume (veh/h)563442723342626184601270 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h613742923632828204651376 Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ## Percent Heavy Veh, %222222222222 Cap, veh/h715 110586705 1106852261311919835110 Arrive On Green0.65 0.65 0.65 0.65 0.65 0.65 0.14 0.14 0.140.14 0.14 0.14 Sat Flow, veh/h993 1714133982 1714132671911132542244765 ## Grp Volume(v), veh/h61040320391520015400 Grp Sat Flow(s),veh/h/ln9930 18469820 1847 171500 155100 ## Q Serve(g_s), s1.30.04.20.00.04.10.00.00.02.90.00.0 ## Cycle Q Clear(g_c), s5.30.04.24.30.04.11.10.00.04.00.00.0 Prop In Lane1.000.07 1.000.07 0.540.08 0.420.49 Lane Grp Cap(c), veh/h7150 11917050 11913760034300 V/C Ratio(X)0.09 0.00 0.34 0.00 0.00 0.33 0.14 0.00 0.00 0.45 0.00 0.00 Avail Cap(c_a), veh/h7150 11917050 11919880096000 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh4.60.03.44.40.03.4 16.10.00.0 17.30.00.0 Incr Delay (d2), s/veh0.20.00.80.00.00.70.20.00.00.90.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.20.00.90.00.00.90.40.00.01.30.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh4.80.04.24.40.04.1 16.20.00.0 18.20.00.0 ## LnGrp LOSAAAABB ## Approach Vol, veh/h46439352154 ## Approach Delay, s/veh4.34.116.218.2 ## Approach LOSAABB ## Timer - Assigned Phs2468 Phs Duration (G+Y+Rc), s10.632.010.632.0 Change Period (Y+Rc), s4.54.54.54.5 ## Max Green Setting (Gmax), s23.527.523.527.5 ## Max Q Clear Time (g_c+I1), s3.17.36.06.3 ## Green Ext Time (p_c), s0.22.80.72.4 ## Intersection Summary ## HCM 7th Control Delay, s/veh6.8 ## HCM 7th LOSA Page 92 of 134 ## HCM 7th TWSC2027 Build AM Peak Hour ## 6: Olinger Rd/Highwood Dr & Vernon Ave ## Synchro 12 Report ## Intersection ## Int Delay, s/veh1.7 MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations Traffic Vol, veh/h6 395 7 32 343 9 10 3 16 22 7 8 Future Vol, veh/h6 395 7 32 343 9 10 3 16 22 7 8 Conflicting Peds, #/hr0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop ## RT Channelized-- None-- None-- None-- None ## Storage Length------------ Veh in Median Storage, # - 0-- 0-- 0-- 0- Grade, %- 0-- 0-- 0-- 0- Peak Hour Factor92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow7 429 8 35 373 10 11 3 17 24 8 9 ## Major/MinorMajor1Major2Minor1Minor2 Conflicting Flow All 383 0 0 437 0 0 892 898 433 891 897 378 Stage 1------ 446 446- 447 447- Stage 2------ 446 452- 444 450- Critical Hdwy4.12-- 4.12-- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1------ 6.12 5.52- 6.12 5.52- Critical Hdwy Stg 2------ 6.12 5.52- 6.12 5.52- Follow-up Hdwy2.218-- 2.218-- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1176-- 1123-- 263 279 623 263 279 669 Stage 1------ 591 574- 591 573- Stage 2------ 591 570- 593 572- Platoon blocked, %---- Mov Cap-1 Maneuver 1176-- 1123-- 240 266 623 241 266 669 Mov Cap-2 Maneuver------ 240 266- 241 266- Stage 1------ 587 570- 567 551- Stage 2------ 553 548- 569 567- ## ApproachEBWBNBSB ## HCM Ctrl Dly, s/v0.120.6915.6619.66 ## HCM LOSCC Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)369 26-- 149-- 286 ## HCM Lane V/C Ratio0.085 0.006-- 0.031-- 0.141 HCM Ctrl Dly (s/v)15.7 8.1 0- 8.3 0- 19.7 HCM Lane LOSC A A- A A- C HCM 95th %tile Q(veh)0.3 0-- 0.1-- 0.5 Page 93 of 134 ## HCM 7th Signalized Intersection Summary2027 Build AM Peak Hour ## 3: Tracy Ave & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)2262556107392874241136714117 ## Future Volume (veh/h)2262556107392874241136714117 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h25718641234511004847156824720 Peak Hour Factor0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 ## Percent Heavy Veh, %222222222222 Cap, veh/h552847764237991771931612551778627 Arrive On Green0.08 0.50 0.50 0.12 0.54 0.54 0.16 0.16 0.160.16 0.16 0.16 Sat Flow, veh/h1781 1692151 1781 1482329659 1001 1585541536167 ## Grp Volume(v), veh/h250782123055195015614900 Grp Sat Flow(s),veh/h/ln17810 1843 17810 1811 16600 1585124400 Q Serve(g_s), s0.40.0 22.81.70.0 12.50.00.05.74.50.00.0 Cycle Q Clear(g_c), s0.40.0 22.81.70.0 12.52.90.05.77.40.00.0 Prop In Lane1.000.08 1.000.18 0.511.00 0.550.13 ## Lane Grp Cap(c), veh/h55209234230977354025529000 V/C Ratio(X)0.05 0.00 0.85 0.29 0.00 0.56 0.27 0.00 0.61 0.51 0.00 0.00 Avail Cap(c_a), veh/h5520 14414230 1486618052452500 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh6.30.0 13.49.90.09.5 23.00.0 24.2 25.10.00.0 Incr Delay (d2), s/veh0.20.02.91.70.00.50.40.02.41.40.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.10.08.50.70.04.11.20.02.22.10.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh6.50.0 16.4 11.60.0 10.0 23.40.0 26.6 26.50.00.0 ## LnGrp LOSABBACCC ## Approach Vol, veh/h807674251149 ## Approach Delay, s/veh16.110.325.426.5 ## Approach LOSBBCC ## Timer - Assigned Phs234678 Phs Duration (G+Y+Rc), s14.5 12.0 35.614.59.6 38.0 Change Period (Y+Rc), s4.54.54.54.54.54.5 Max Green Setting (Gmax), s20.57.5 48.520.55.1 50.9 Max Q Clear Time (g_c+I1), s7.73.7 24.89.42.4 14.5 ## Green Ext Time (p_c), s0.80.16.20.60.04.2 ## Intersection Summary ## HCM 7th Control Delay, s/veh16.1 ## HCM 7th LOSB Page 94 of 134 ## HCM 7th TWSC2027 Build AM Peak Hour 11: Vernon Ave & west ## Synchro 12 Report ## Intersection ## Int Delay, s/veh0 MovementEBL EBT WBT WBR SBL SBR ## Lane Configurations Traffic Vol, veh/h1 408 362111 Future Vol, veh/h1 408 362111 ## Conflicting Peds, #/hr000000 Sign Control Free Free Free Free Stop Stop ## RT Channelized- None- None- None ## Storage Length----0- Veh in Median Storage, # -00-0- Grade, %-00-0- Peak Hour Factor92 92 92 92 92 92 ## Heavy Vehicles, %222222 Mvmt Flow1 443 393111 ## Major/MinorMajor1Major2Minor2 ## Conflicting Flow All3950-0 840 394 Stage 1---- 394- Stage 2---- 446- Critical Hdwy4.12--- 6.42 6.22 ## Critical Hdwy Stg 1---- 5.42- ## Critical Hdwy Stg 2---- 5.42- Follow-up Hdwy2.218--- 3.518 3.318 Pot Cap-1 Maneuver 1164--- 336 655 Stage 1---- 681- Stage 2---- 645- Platoon blocked, %--- Mov Cap-1 Maneuver 1164--- 335 655 ## Mov Cap-2 Maneuver---- 335- Stage 1---- 680- Stage 2---- 645- ## ApproachEBWBSB ## HCM Ctrl Dly, s/v0.02013.16 ## HCM LOSB ## Minor Lane/Major MvmtEBL EBT WBT WBR SBLn1 Capacity (veh/h)4--- 443 ## HCM Lane V/C Ratio0.001--- 0.005 ## HCM Ctrl Dly (s/v)8.10-- 13.2 ## HCM Lane LOSAA--B HCM 95th %tile Q(veh)0---0 Page 95 of 134 ## HCM 7th TWSC2027 Build AM Peak Hour 9: Vernon Ave & east ## Synchro 12 Report ## Intersection ## Int Delay, s/veh0 MovementEBL EBT WBT WBR SBL SBR ## Lane Configurations Traffic Vol, veh/h1 408 362111 Future Vol, veh/h1 408 362111 ## Conflicting Peds, #/hr000000 Sign Control Free Free Free Free Stop Stop ## RT Channelized- None- None- None ## Storage Length----0- Veh in Median Storage, # -00-0- Grade, %-00-0- Peak Hour Factor92 92 92 92 92 92 ## Heavy Vehicles, %222222 Mvmt Flow1 443 393111 ## Major/MinorMajor1Major2Minor2 ## Conflicting Flow All3950-0 840 394 Stage 1---- 394- Stage 2---- 446- Critical Hdwy4.12--- 6.42 6.22 ## Critical Hdwy Stg 1---- 5.42- ## Critical Hdwy Stg 2---- 5.42- Follow-up Hdwy2.218--- 3.518 3.318 Pot Cap-1 Maneuver 1164--- 336 655 Stage 1---- 681- Stage 2---- 645- Platoon blocked, %--- Mov Cap-1 Maneuver 1164--- 335 655 ## Mov Cap-2 Maneuver---- 335- Stage 1---- 680- Stage 2---- 645- ## ApproachEBWBSB ## HCM Ctrl Dly, s/v0.02013.16 ## HCM LOSB ## Minor Lane/Major MvmtEBL EBT WBT WBR SBLn1 Capacity (veh/h)4--- 443 ## HCM Lane V/C Ratio0.001--- 0.005 ## HCM Ctrl Dly (s/v)8.10-- 13.2 ## HCM Lane LOSAA--B HCM 95th %tile Q(veh)0---0 Page 96 of 134 ## HCM 7th Signalized Intersection Summary2026 PM Peak Hour ## 27: Olinger Blvd/Blake Rd & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)7268539322614617294453553 ## Future Volume (veh/h)7268539322614617294453553 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h7874542352845018324493858 Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ## Percent Heavy Veh, %222222222222 Cap, veh/h786 118667456 1048184149167171597084 Arrive On Green0.68 0.68 0.68 0.68 0.68 0.68 0.13 0.13 0.130.13 0.13 0.13 Sat Flow, veh/h1046 175499688 1549273354 1279131427535641 ## Grp Volume(v), veh/h780787350334540014500 Grp Sat Flow(s),veh/h/ln10460 18536880 1821 176400 160200 Q Serve(g_s), s1.50.0 11.11.40.03.40.00.00.02.80.00.0 Cycle Q Clear(g_c), s4.90.0 11.1 12.50.03.41.20.00.04.00.00.0 Prop In Lane1.000.05 1.000.15 0.330.07 0.340.40 Lane Grp Cap(c), veh/h7860 12534560 12323330031200 V/C Ratio(X)0.10 0.00 0.63 0.08 0.00 0.27 0.16 0.00 0.00 0.46 0.00 0.00 Avail Cap(c_a), veh/h7860 12534560 12327980076400 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh4.00.04.27.80.03.0 18.10.00.0 19.30.00.0 Incr Delay (d2), s/veh0.30.02.40.30.00.50.20.00.01.10.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.20.02.60.20.00.70.50.00.01.40.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh4.20.06.68.10.03.5 18.40.00.0 20.40.00.0 ## LnGrp LOSAAAABC ## Approach Vol, veh/h86536954145 ## Approach Delay, s/veh6.44.018.420.4 ## Approach LOSAABC ## Timer - Assigned Phs2468 Phs Duration (G+Y+Rc), s10.636.010.636.0 Change Period (Y+Rc), s4.54.54.54.5 ## Max Green Setting (Gmax), s19.531.519.531.5 ## Max Q Clear Time (g_c+I1), s3.213.16.014.5 ## Green Ext Time (p_c), s0.26.00.62.1 ## Intersection Summary ## HCM 7th Control Delay, s/veh7.6 ## HCM 7th LOSA Page 97 of 134 ## HCM 7th TWSC2026 PM Peak Hour ## 6: Olinger Rd/Highwood Dr & Vernon Ave ## Synchro 12 Report ## Intersection ## Int Delay, s/veh1 MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations Traffic Vol, veh/h5 716 12 28 302 2082 12820 Future Vol, veh/h5 716 12 28 302 2082 12820 ## Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop ## RT Channelized-- None-- None-- None-- None ## Storage Length------------ Veh in Median Storage, # -0--0--0--0- Grade, %-0--0--0--0- Peak Hour Factor92 92 92 92 92 92 92 92 92 92 92 92 ## Heavy Vehicles, %222222222222 Mvmt Flow5 778 13 30 328 2292 13920 ## Major/MinorMajor1Major2Minor1Minor2 Conflicting Flow All35000 79100 1186 1207 785 1190 1202 339 Stage 1------ 796 796- 400 400- Stage 2------ 390 411- 790 802- Critical Hdwy4.12-- 4.12-- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1------ 6.12 5.52- 6.12 5.52- Critical Hdwy Stg 2------ 6.12 5.52- 6.12 5.52- Follow-up Hdwy2.218-- 2.218-- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1209-- 829-- 166 183 393 164 184 703 Stage 1------ 381 399- 626 602- Stage 2------ 634 595- 383 396- Platoon blocked, %---- Mov Cap-1 Maneuver 1209-- 829-- 155 174 393 149 175 703 Mov Cap-2 Maneuver------ 155 174- 149 175- Stage 1------ 378 396- 598 574- Stage 2------ 603 568- 366 393- ## ApproachEBWBNBSB ## HCM Ctrl Dly, s/v0.050.7622.0730.27 ## HCM LOSCD Minor Lane/Major MvmtNBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)235 12-- 142-- 153 ## HCM Lane V/C Ratio0.102 0.004-- 0.037-- 0.071 HCM Ctrl Dly (s/v)22.180- 9.50- 30.3 ## HCM Lane LOSCAA-AA-D HCM 95th %tile Q(veh)0.30-- 0.1-- 0.2 Page 98 of 134 ## HCM 7th Signalized Intersection Summary2026 PM Peak Hour ## 3: Tracy Ave & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)2471148124424586648192212215 ## Future Volume (veh/h)2471148124424586648192212215 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h2472649127433596749196212215 Peak Hour Factor0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 ## Percent Heavy Veh, %222222222222 Cap, veh/h5838525840783111322914326514213267 Arrive On Green0.09 0.49 0.49 0.11 0.52 0.52 0.17 0.17 0.170.17 0.17 0.17 Sat Flow, veh/h1781 1732117 1781 1611220791853 1585352792399 ## Grp Volume(v), veh/h240775127049211601965800 Grp Sat Flow(s),veh/h/ln17810 1849 17810 1831 16440 1585154200 Q Serve(g_s), s0.30.0 21.51.80.0 10.40.00.06.90.00.00.0 Cycle Q Clear(g_c), s0.30.0 21.51.80.0 10.43.30.06.93.30.00.0 Prop In Lane1.000.06 1.000.12 0.581.00 0.360.26 ## Lane Grp Cap(c), veh/h58309104070944372026534200 V/C Ratio(X)0.04 0.00 0.85 0.31 0.00 0.52 0.31 0.00 0.74 0.17 0.00 0.00 Avail Cap(c_a), veh/h5830 12764070 1307627052758200 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh6.00.0 13.09.80.09.4 21.70.0 23.2 21.00.00.0 Incr Delay (d2), s/veh0.10.04.12.00.00.40.50.04.00.20.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.10.08.30.70.03.51.40.02.70.70.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh6.10.0 17.2 11.80.09.9 22.20.0 27.2 21.30.00.0 ## LnGrp LOSABBACCC ## Approach Vol, veh/h79961931258 ## Approach Delay, s/veh16.810.325.421.3 ## Approach LOSBBCC ## Timer - Assigned Phs234678 Phs Duration (G+Y+Rc), s14.3 11.0 33.414.39.6 34.8 Change Period (Y+Rc), s4.54.54.54.54.54.5 Max Green Setting (Gmax), s19.56.5 40.519.55.1 41.9 Max Q Clear Time (g_c+I1), s8.93.8 23.55.32.3 12.4 ## Green Ext Time (p_c), s0.90.15.40.20.03.5 ## Intersection Summary ## HCM 7th Control Delay, s/veh16.2 ## HCM 7th LOSB Page 99 of 134 ## HCM 7th Signalized Intersection Summary2027 No Build PM Peak Hour ## 27: Olinger Blvd/Blake Rd & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)7369239322644617294453554 ## Future Volume (veh/h)7369239322644617294453554 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h7975242352875018324493859 Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ## Percent Heavy Veh, %222222222222 Cap, veh/h783 118666450 1048183149168171597085 Arrive On Green0.68 0.68 0.68 0.68 0.68 0.68 0.13 0.13 0.130.13 0.13 0.13 Sat Flow, veh/h1043 175598684 1551270353 1280131422532647 ## Grp Volume(v), veh/h790794350337540014600 Grp Sat Flow(s),veh/h/ln10430 18536840 1822 176400 160100 Q Serve(g_s), s1.50.0 11.31.40.03.40.00.00.02.80.00.0 Cycle Q Clear(g_c), s4.90.0 11.3 12.80.03.41.20.00.04.00.00.0 Prop In Lane1.000.05 1.000.15 0.330.07 0.340.40 Lane Grp Cap(c), veh/h7830 12524500 12313340031300 V/C Ratio(X)0.10 0.00 0.63 0.08 0.00 0.27 0.16 0.00 0.00 0.47 0.00 0.00 Avail Cap(c_a), veh/h7830 12524500 12317970076300 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh4.00.04.37.90.03.0 18.10.00.0 19.30.00.0 Incr Delay (d2), s/veh0.30.02.50.30.00.60.20.00.01.10.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.20.02.70.20.00.70.50.00.01.40.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh4.20.06.78.20.03.6 18.30.00.0 20.40.00.0 ## LnGrp LOSAAAABC ## Approach Vol, veh/h87337254146 ## Approach Delay, s/veh6.54.018.320.4 ## Approach LOSAABC ## Timer - Assigned Phs2468 Phs Duration (G+Y+Rc), s10.636.010.636.0 Change Period (Y+Rc), s4.54.54.54.5 ## Max Green Setting (Gmax), s19.531.519.531.5 ## Max Q Clear Time (g_c+I1), s3.213.36.014.8 ## Green Ext Time (p_c), s0.26.10.62.1 ## Intersection Summary ## HCM 7th Control Delay, s/veh7.7 ## HCM 7th LOSA Page 100 of 134 ## HCM 7th TWSC2027 No Build PM Peak Hour ## 6: Olinger Rd/Highwood Dr & Vernon Ave ## Synchro 12 Report ## Intersection ## Int Delay, s/veh1 MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations Traffic Vol, veh/h5 723 12 28 305 2082 12820 Future Vol, veh/h5 723 12 28 305 2082 12820 ## Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop ## RT Channelized-- None-- None-- None-- None ## Storage Length------------ Veh in Median Storage, # -0--0--0--0- Grade, %-0--0--0--0- Peak Hour Factor92 92 92 92 92 92 92 92 92 92 92 92 ## Heavy Vehicles, %222222222222 Mvmt Flow5 786 13 30 332 2292 13920 ## Major/MinorMajor1Major2Minor1Minor2 Conflicting Flow All35300 79900 1197 1217 792 1201 1213 342 Stage 1------ 803 803- 403 403- Stage 2------ 393 414- 798 810- Critical Hdwy4.12-- 4.12-- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1------ 6.12 5.52- 6.12 5.52- Critical Hdwy Stg 2------ 6.12 5.52- 6.12 5.52- Follow-up Hdwy2.218-- 2.218-- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1205-- 824-- 163 181 389 162 182 700 Stage 1------ 377 396- 624 600- Stage 2------ 631 593- 380 393- Platoon blocked, %---- Mov Cap-1 Maneuver 1205-- 824-- 152 171 389 146 172 700 Mov Cap-2 Maneuver------ 152 171- 146 172- Stage 1------ 374 393- 595 572- Stage 2------ 600 566- 362 390- ## ApproachEBWBNBSB ## HCM Ctrl Dly, s/v0.050.7622.3630.76 ## HCM LOSCD Minor Lane/Major MvmtNBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)231 12-- 141-- 151 ## HCM Lane V/C Ratio0.103 0.005-- 0.037-- 0.072 HCM Ctrl Dly (s/v)22.480- 9.50- 30.8 ## HCM Lane LOSCAA-AA-D HCM 95th %tile Q(veh)0.30-- 0.1-- 0.2 Page 101 of 134 ## HCM 7th Signalized Intersection Summary2027 No Build PM Peak Hour ## 3: Tracy Ave & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)2471848125428596748194212215 ## Future Volume (veh/h)2471848125428596748194212215 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h2473349128437606849198212215 Peak Hour Factor0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 ## Percent Heavy Veh, %222222222222 Cap, veh/h5798575740383411423114226714213267 Arrive On Green0.09 0.49 0.49 0.11 0.52 0.52 0.17 0.17 0.170.17 0.17 0.17 Sat Flow, veh/h1781 1734116 1781 1610221800843 1585351786397 ## Grp Volume(v), veh/h240782128049711701985800 Grp Sat Flow(s),veh/h/ln17810 1849 17810 1831 16430 1585153300 Q Serve(g_s), s0.30.0 22.01.80.0 10.60.00.07.00.00.00.0 Cycle Q Clear(g_c), s0.30.0 22.01.80.0 10.63.30.07.03.40.00.0 Prop In Lane1.000.06 1.000.12 0.581.00 0.360.26 ## Lane Grp Cap(c), veh/h57909144030948372026734100 V/C Ratio(X)0.04 0.00 0.86 0.32 0.00 0.52 0.31 0.00 0.74 0.17 0.00 0.00 Avail Cap(c_a), veh/h5790 12644030 1294621052157500 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh6.00.0 13.1 10.00.09.5 21.90.023.4 21.20.00.0 Incr Delay (d2), s/veh0.10.04.42.10.00.50.50.04.10.20.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.10.08.50.70.03.61.40.02.70.70.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh6.20.0 17.5 12.10.09.9 22.40.0 27.5 21.40.00.0 ## LnGrp LOSABBACCC ## Approach Vol, veh/h80662531558 ## Approach Delay, s/veh17.210.325.621.4 ## Approach LOSBBCC ## Timer - Assigned Phs234678 Phs Duration (G+Y+Rc), s14.5 11.0 33.814.59.6 35.2 Change Period (Y+Rc), s4.54.54.54.54.54.5 Max Green Setting (Gmax), s19.56.5 40.519.55.1 41.9 Max Q Clear Time (g_c+I1), s9.03.8 24.05.42.3 12.6 ## Green Ext Time (p_c), s1.00.15.40.20.03.5 ## Intersection Summary ## HCM 7th Control Delay, s/veh16.4 ## HCM 7th LOSB Page 102 of 134 ## HCM 7th Signalized Intersection Summary2027 Build PM Peak Hour ## 27: Olinger Blvd/Blake Rd & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)7369339323654617294453554 ## Future Volume (veh/h)7369339323654617294453554 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h7975342353975018324493859 Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 ## Percent Heavy Veh, %222222222222 Cap, veh/h693 118666450 1100139149168171597085 Arrive On Green0.68 0.68 0.68 0.68 0.68 0.68 0.13 0.13 0.130.13 0.13 0.13 Sat Flow, veh/h943 175598683 1628205353 1280131422532647 ## Grp Volume(v), veh/h790795350447540014600 Grp Sat Flow(s),veh/h/ln9430 18536830 1833 176400 160100 Q Serve(g_s), s1.80.0 11.41.40.04.90.00.00.02.80.00.0 Cycle Q Clear(g_c), s6.70.0 11.4 12.80.04.91.20.00.04.00.00.0 Prop In Lane1.000.05 1.000.11 0.330.07 0.340.40 Lane Grp Cap(c), veh/h6930 12524500 12393340031300 V/C Ratio(X)0.11 0.00 0.63 0.08 0.00 0.36 0.16 0.00 0.00 0.47 0.00 0.00 Avail Cap(c_a), veh/h6930 12524500 12397970076300 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh4.70.04.37.90.03.2 18.10.00.0 19.30.00.0 Incr Delay (d2), s/veh0.30.02.50.30.00.80.20.00.01.10.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.30.02.70.20.01.10.50.00.01.40.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh5.00.06.88.30.04.1 18.30.00.0 20.40.00.0 ## LnGrp LOSAAAABC ## Approach Vol, veh/h87448254146 ## Approach Delay, s/veh6.64.418.320.4 ## Approach LOSAABC ## Timer - Assigned Phs2468 Phs Duration (G+Y+Rc), s10.636.010.636.0 Change Period (Y+Rc), s4.54.54.54.5 ## Max Green Setting (Gmax), s19.531.519.531.5 ## Max Q Clear Time (g_c+I1), s3.213.46.014.8 ## Green Ext Time (p_c), s0.26.10.62.9 ## Intersection Summary ## HCM 7th Control Delay, s/veh7.6 ## HCM 7th LOSA Page 103 of 134 ## HCM 7th TWSC2027 Build PM Peak Hour ## 6: Olinger Rd/Highwood Dr & Vernon Ave ## Synchro 12 Report ## Intersection ## Int Delay, s/veh1 MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations Traffic Vol, veh/h5 725 12 28 308 2082 12820 Future Vol, veh/h5 725 12 28 308 2082 12820 ## Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop ## RT Channelized-- None-- None-- None-- None ## Storage Length------------ Veh in Median Storage, # -0--0--0--0- Grade, %-0--0--0--0- Peak Hour Factor92 92 92 92 92 92 92 92 92 92 92 92 ## Heavy Vehicles, %222222222222 Mvmt Flow5 788 13 30 335 2292 13920 ## Major/MinorMajor1Major2Minor1Minor2 Conflicting Flow All35700 80100 1202 1223 795 1207 1218 346 Stage 1------ 805 805- 407 407- Stage 2------ 397 417- 800 812- Critical Hdwy4.12-- 4.12-- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1------ 6.12 5.52- 6.12 5.52- Critical Hdwy Stg 2------ 6.12 5.52- 6.12 5.52- Follow-up Hdwy2.218-- 2.218-- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1202-- 822-- 161 179 388 160 180 697 Stage 1------ 376 395- 621 598- Stage 2------ 629 591- 379 392- Platoon blocked, %---- Mov Cap-1 Maneuver 1202-- 822-- 151 170 388 145 171 697 Mov Cap-2 Maneuver------ 151 170- 145 171- Stage 1------ 373 392- 593 570- Stage 2------ 597 564- 361 389- ## ApproachEBWBNBSB ## HCM Ctrl Dly, s/v0.050.7522.4931.01 ## HCM LOSCD Minor Lane/Major MvmtNBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)230 12-- 140-- 149 ## HCM Lane V/C Ratio0.104 0.005-- 0.037-- 0.073 HCM Ctrl Dly (s/v)22.580- 9.50- 31 ## HCM Lane LOSCAA-AA-D HCM 95th %tile Q(veh)0.30-- 0.1-- 0.2 Page 104 of 134 ## HCM 7th Signalized Intersection Summary2027 Build PM Peak Hour ## 3: Tracy Ave & Vernon Ave ## Synchro 12 Report MovementEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ## Lane Configurations ## Traffic Volume (veh/h)2471949125430596848194212215 ## Future Volume (veh/h)2471949125430596848194212215 Initial Q (Qb), veh000000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.001.00 1.001.00 1.001.00 1.001.00 Parking Bus, Adj1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ## Work Zone On ApproachNoNoNoNo Adj Sat Flow, veh/h/ln1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 ## Adj Flow Rate, veh/h2473450128439606949198212215 Peak Hour Factor0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 ## Percent Heavy Veh, %222222222222 Cap, veh/h5788575840183611423214126714113266 Arrive On Green0.09 0.50 0.50 0.11 0.52 0.52 0.17 0.17 0.170.17 0.17 0.17 Sat Flow, veh/h1781 1731118 1781 1611220807836 1585349783395 ## Grp Volume(v), veh/h240784128049911801985800 Grp Sat Flow(s),veh/h/ln17810 1849 17810 1831 16430 1585152800 Q Serve(g_s), s0.30.0 22.11.80.0 10.70.00.07.10.00.00.0 Cycle Q Clear(g_c), s0.30.0 22.11.80.0 10.73.40.07.13.40.00.0 Prop In Lane1.000.06 1.000.12 0.581.00 0.360.26 ## Lane Grp Cap(c), veh/h57809164010950372026733900 V/C Ratio(X)0.04 0.00 0.86 0.32 0.00 0.53 0.32 0.00 0.74 0.17 0.00 0.00 Avail Cap(c_a), veh/h5780 12604010 1291619052057300 HCM Platoon Ratio1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh6.00.0 13.1 10.00.09.5 22.00.023.5 21.20.00.0 Incr Delay (d2), s/veh0.10.04.52.10.00.50.50.04.10.20.00.0 ## Initial Q Delay(d3), s/veh0.00.00.00.00.00.00.00.00.00.00.00.0 %ile BackOfQ(50%),veh/ln0.10.08.50.70.03.61.40.02.70.70.00.0 ## Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh6.20.0 17.6 12.10.09.9 22.40.0 27.6 21.50.00.0 ## LnGrp LOSABBACCC ## Approach Vol, veh/h80862731658 ## Approach Delay, s/veh17.310.425.721.5 ## Approach LOSBBCC ## Timer - Assigned Phs234678 Phs Duration (G+Y+Rc), s14.5 11.0 33.914.59.6 35.3 Change Period (Y+Rc), s4.54.54.54.54.54.5 Max Green Setting (Gmax), s19.56.5 40.519.55.1 41.9 Max Q Clear Time (g_c+I1), s9.13.8 24.15.42.3 12.7 ## Green Ext Time (p_c), s1.00.15.40.20.03.5 ## Intersection Summary ## HCM 7th Control Delay, s/veh16.5 ## HCM 7th LOSB Page 105 of 134 ## HCM 7th TWSC2027 Build PM Peak Hour 11: Vernon Ave & west ## Synchro 12 Report ## Intersection ## Int Delay, s/veh0 MovementEBL EBT WBT WBR SBL SBR ## Lane Configurations Traffic Vol, veh/h1 741 313111 Future Vol, veh/h1 741 313111 ## Conflicting Peds, #/hr000000 Sign Control Free Free Free Free Stop Stop ## RT Channelized- None- None- None ## Storage Length----0- Veh in Median Storage, # -00-0- Grade, %-00-0- Peak Hour Factor92 92 92 92 92 92 ## Heavy Vehicles, %222222 Mvmt Flow1 805 340111 ## Major/MinorMajor1Major2Minor2 ## Conflicting Flow All3410-0 1148 341 Stage 1---- 341- Stage 2---- 808- Critical Hdwy4.12--- 6.42 6.22 ## Critical Hdwy Stg 1---- 5.42- ## Critical Hdwy Stg 2---- 5.42- Follow-up Hdwy2.218--- 3.518 3.318 Pot Cap-1 Maneuver 1218--- 220 702 Stage 1---- 720- Stage 2---- 439- Platoon blocked, %--- Mov Cap-1 Maneuver 1218--- 219 702 ## Mov Cap-2 Maneuver---- 219- Stage 1---- 719- Stage 2---- 439- ## ApproachEBWBSB ## HCM Ctrl Dly, s/v0.01015.84 ## HCM LOSC ## Minor Lane/Major MvmtEBL EBT WBT WBR SBLn1 Capacity (veh/h)2--- 334 ## HCM Lane V/C Ratio0.001--- 0.007 ## HCM Ctrl Dly (s/v)80-- 15.8 ## HCM Lane LOSAA--C HCM 95th %tile Q(veh)0---0 Page 106 of 134 ## HCM 7th TWSC2027 Build PM Peak Hour 9: Vernon Ave & east ## Synchro 12 Report ## Intersection ## Int Delay, s/veh0.1 ## MovementEBLEBT WBT WBRSBLSBR ## Lane Configurations ## Traffic Vol, veh/h1741314221 ## Future Vol, veh/h1741314221 ## Conflicting Peds, #/hr000000 ## Sign Control FreeFreeFreeFreeStopStop RT Channelized- None- None- None ## Storage Length----0- ## Veh in Median Storage, #-00-0- Grade, %-00-0- ## Peak Hour Factor929292929292 ## Heavy Vehicles, %222222 ## Mvmt Flow1805341221 ## Major/MinorMajor1Major2Minor2 ## Conflicting Flow All3430-0 1150342 Stage 1----342- Stage 2----808- ## Critical Hdwy4.12---6.426.22 ## Critical Hdwy Stg 1----5.42- ## Critical Hdwy Stg 2----5.42- Follow-up Hdwy2.218--- 3.518 3.318 ## Pot Cap-1 Maneuver1216---219700 Stage 1----719- Stage 2----439- Platoon blocked, %--- ## Mov Cap-1 Maneuver 1216---219700 ## Mov Cap-2 Maneuver----219- Stage 1----718- Stage 2----439- ## ApproachEBWBSB ## HCM Ctrl Dly, s/v0.01017.83 ## HCM LOSC Minor Lane/Major MvmtEBLEBT WBT WBR SBLn1 Capacity (veh/h)2---284 ## HCM Lane V/C Ratio0.001--- 0.011 ## HCM Ctrl Dly (s/v)80--17.8 ## HCM Lane LOSAA--C HCM 95th %tile Q(veh)0---0 Page 107 of 134 Page 108 of 134 Page 109 of 134 t-rem-vic2-09 · LB 1528 · 8/5/21 March 1, 2022 ## VIA EMAIL ## Marty Collins ## Special X Properties LLC ## 6016 Vernon Ave S ## Edina, MN 55436-1908 ## RE: No Association Determination ## Kevin Kee's Auto Service, 6016 Vernon Ave, Edina ## MPCA Site ID: BF0001999 ## Billing ID: 104880 ## PIN: 3211721230027 ## Dear Marty Collins: This letter is in response to the request from Greg Browne of The Javelin Group, Inc. for a determination under Minn. Stat. § 115B.178 that certain actions proposed to be taken by Special X Properties LLC at the Kevin Kee's Auto Service site, located at the address referenced above (the Site), will not constitute conduct associating Special X Properties LLC with the release or threatened release of hazardous substances, pollutants, or contaminants at the Site for the purpose of Minn. Stat. § 115B.03, subd. 3(4). The Minnesota Pollution Control Agency (MPCA) staff in the Voluntary Investigation and Cleanup (VIC) Program has reviewed the documents submitted for the Site. The 0.38-acre Site was undeveloped until construction of the current Site building in 1957. The building was occupied by a gas station until the early 1990s and has since operated as an auto repair shop. A petroleum release was discovered in November 1992 when underground storage tanks were being removed from the Site. The leak site (MPCA Site ID# LS0002247) was closed in February 2002. Special X Properties LLC intends to renovate the existing Site building for use as a restaurant. An environmental investigation completed at the Site in September 2021 included three interior soil borings and one exterior soil boring. Four soil samples were collected and analyzed for volatile organic compounds (VOCs) and diesel range organics (DRO); two of the soil samples were also analyzed for Resource Conservation and Recovery Act (RCRA) metals and one sample for polynuclear aromatic hydrocarbons (PAHs). Tetrachloroethene (PCE) was detected in one sample collected near the flammable waste trap at a concentration of 0.24 milligrams per kilogram (mg/kg), which is greater than the MPCA’s screening soil leaching value (SLV). Groundwater was not encountered during the investigation. Five exterior soil vapor samples were collected at the Site in August 2018 and three sub-slab soil vapor samples were collected at the Site in September 2021 (non-heating season) and November 2021 (heating season). PCE was detected at a maximum concentration of 279 μg/m 3 , which is less than the MPCA action level of thirty-three times (33X) its commercial intrusion screening value (ISV). Low concentrations of cis-1,2-dichloroethene (cis-1,2-DCE) were also detected in soil vapor. Page 110 of 134 ## Marty Collins Page 2 March 1, 2022 For the purpose of this letter, the identified release consists of PCE in soil, and PCE, cis-1,2-DCE and other non-petroleum-VOCs in soil vapor (Identified Release). This letter does not address petroleum- related contaminants. Petroleum contamination detected at the Site is under the oversight of the MPCA’s Petroleum Brownfield Program. Based upon a review of the information provided to the MPCA VIC Program, and subject to the conditions set forth in this letter, a determination is hereby made pursuant to Minn. Stat. § 115B.178, subd. 1 that the proposed actions (Proposed Actions) listed below will not associate Special X Properties LLC with the Identified Release for the purpose of Minn. Stat. § 115B.03, subd. 3(4). This determination applies only to the following Proposed Actions: • Purchase of the Site; • Renovation of the existing Site building for use as a restaurant; and • Operation and maintenance of the Site building, grounds, and related infrastructure. This determination is made in accordance with Minn. Stat. § 115B.178, subd. 1, and is subject to the following conditions: 1. The Proposed Actions shall be carried out as described herein. 2. Special X Properties LLC shall cooperate with the MPCA, its employees, contractors, and others acting at the MPCA’s direction, in the event that the MPCA takes, or directs others to take, response actions at the Site to address the Identified Release or any other as yet unidentified release or threatened release of a hazardous substance, pollutant, or contaminant, including, but not limited to, granting access to the Site so that response actions can be taken. 3. Special X Properties LLC shall avoid actions that contribute to the Identified Release or that interfere with response actions required under any MPCA-approved response action plan to address the Identified Release. Pursuant to Minn. Stat. § 115B.178, subd.1, when Special X Properties LLC takes the Proposed Actions in accordance with the determination in this letter, subject to the conditions stated herein, the Proposed Actions will not associate Special X Properties LLC with the Identified Release for the purpose of Minn. Stat. § 115B.03, subd. 3(4). The determination made in this letter applies to Special X Properties LLC’s successors and assigns if the successors and assigns: 1) are not otherwise responsible for the Identified Release at the Site; 2) do not engage in activities with respect to the Identified Release which are substantially different from the activities which Special X Properties LLC proposes to take, as described herein; and 3) comply with the conditions set forth in this letter. Please be advised that the determination made in this letter is subject to the disclaimers found in Attachment A and is contingent on compliance with the terms and conditions set forth herein. Page 111 of 134 ## Marty Collins Page 3 March 1, 2022 If you have any questions about the contents of this letter, please contact Amanda Guertin, Project Manager/Hydrologist, at 651-757-2369 or by email at amanda.guertin@state.mn.us. ## Sincerely, ## Amy K. Hadiaris This document has been electronically signed. Amy K. Hadiaris, P.G. ## Supervisor ## Redevelopment Unit ## Remediation Division ## AKH/AG:akh ## Enclosure cc: Greg Browne, The Javelin Group, Inc. ## Sharon Allison, City of Edina ## John Evans, Hennepin County Page 112 of 134 ## Attachment A Page 1 of 1 ## Disclaimers ## Kevin Kee's Auto Service ## MPCA Site ID: BF0001999 1. Reservation of authorities The Minnesota Pollution Control Agency (MPCA) Commissioner reserves the authority to take any appropriate actions with respect to any release, threatened release, or other conditions at the Site. The MPCA Commissioner also reserves the authority to take such actions if the voluntary party does not proceed in the manner described in this letter or if actions taken or omitted by the voluntary party with respect to the Site contribute to any release or threatened release, or create an imminent and substantial danger to public health and welfare. 2. No MPCA assumption of liability The MPCA, its Commissioner, and staff do not assume any liability for any release, threatened release or other conditions at the Site or for any actions taken or omitted by the voluntary party with regard to the release, threatened release, or other conditions at the Site, whether the actions taken or omitted are in accordance with this letter or otherwise. 3. Letter based on current information All statements, conclusions, and representations in this letter are based upon information known to the MPCA Commissioner and staff at the time this letter was issued. The MPCA Commissioner and staff reserve the authority to modify or rescind any such statement, conclusion or representation and to take any appropriate action under his authority if the MPCA Commissioner or staff acquires information after issuance of this letter that provides a basis for such modification or action. 4. Disclaimer regarding use or development of the property The MPCA, its Commissioner, and staff do not warrant that the Site is suitable or appropriate for any particular use. 5. Disclaimer regarding investigative or response action at the property Nothing in this letter is intended to authorize any response action under Minn. Stat. § 115B.17, subd. 12. 6. This approval does not supplant any applicable state or local stormwater permits, ordinances, or other regulatory documents. Page 113 of 134 ## DATE: 4/22/2026 TO: 6016 Vernon Ave S, Owner and Development Team CC: Cary Teague – Community Development Director ## FROM: Andrew Reinisch – Engineering Technician RE: 6016 Vernon Ave S – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, flood risk, and storm water. Plans reviewed included civil, landscape, and survey drawings dated 2/24/2026 ## Review Comment Required For ## General 1. Existing easements held by the City require Council action to vacate if deemed appropriate and necessary for the project. Consideration of requests can require up to 60-days to process. ## General Comment 2. Deliver as-build records of public and private utility infrastructure post construction. ## Certificate of Occupancy 3. Maintenance of sidewalks internal to the site will be responsibility of property owner. Sidewalks along Vernon Avenue will be maintained by the City. ## General Comment ## Survey 4. An existing and proposed site condition survey is required. Grading/Building Permit 4.1 Show all existing and proposed public and private easements. Grading/Building Permit ## Living Streets 5. Design sidewalks to meet ADA requirements. Grading/Building Permit 6. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit 7. Public sidewalk to be minimum 5’ in width with a 5’ boulevard. Extend the Vernon Avenue sidewalk east to the shared use path extended from Eden Prairie Road. Provide an off-ramp for the west end of the Vernon Avenue sidewalk onto the shoulder of Vernon Avenue. ## Grading/Building Permit 8. It is unclear how many bicycle parking stalls are proposed. The recommendation for this location given the proximity to bike lanes on Vernon Ave is 6. ## Grading/Building Permit Page 114 of 134 9. Bike rack style and spacing should confirm to the recommendations of the American Pedestrian and Bicycle Professionals. ## Grading/Building Permit 10. Applicant should consider including e-bike charging stations. Grading/Building Permit 11. It is recommended that this project be exempt from the TDM Policy requirements. Providing information on pedestrian transit facilities is not going to reduce the volume of vehicles traveling to the site. ## Grading/Building Permit ## Traffic and Street 12. Review fire access requirements with fire department. Fire truck turning template attached. ## Grading/Building Permit 13. Provide traffic study and implement City-approved recommendations. ## Grading/Building Permit 14. Driveway Entrance permit required for entrance reconstruction. Vernon Ave driveway permits will need to be obtained through Hennepin County. ## Building Permit 15. Road patching shall conform to Edina Standard Plates 540-545. Certificate of Occupancy ## Sanitary and Water Utilities 16. Verify fire demand and hydrant locations. Grading/Building Permit 17. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 18. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 19. Apply for a sewer and water connection permit with Public Works if needed. ## Prior to Starting Utility Work 19.1 Public Works to determine acceptable installation methods. Grading/Building Permit 20. If necessary, disconnected sanitary and water services to be capped at main. 21. A SAC determination will be required by the Metropolitan Council. The SAC determination will be used by the City to calculate sewer and water connection charges ## Grading/Building Permit 22. Single connection from main for fire and domestic, split after main connection. ## Grading/Building Permit 23. A sealed well is on the site. Additional wells not in use must be sealed by a licensed well contractor pe r MN Rules, Chapter 4725. ## Certificate of Occupancy ## Storm Water Utility Page 115 of 134 24. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. ## Grading/Building Permit 25. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. ## Grading/Building Permit ## Grading Erosion and Sediment Control 26. A SWPPP consistent with the State General Construction Site Stormwater Permit is required. ## Grading/Building Permit ## Constructability and Safety 27. Construction staging, traffic control, and pedestrian access plans will be required. ## Grading/Building Permit 28. Retaining walls over 4-ft in height require design by a structural engineer. ## Grading/Building Permit ## Sustainability 29. This project is not required to follow the Sustainable Building Policy. Applicant is encouraged to maximize energy efficiency during building renovation with LED lighting, optimized controls and upgrade HVAC systems. Applicant can either participate in Xcel Energy’s Energy Efficient Buildings program for free design services, or participate in Xcel Energy and CenterPoint Energy’s building assessment programs. Both programs will provide support for equipment identification, system sizing and access to rebate programs. The City of Edina will cover the co-pay for the building assessment programs, which should be coordinated with the Sustainability Division (MBayer@EdinaMN.gov). ## General ## Other Agency Coordination 30. MDH, MPCA and MCES permits required as needed. Grading/Building Permit 31. Nine Mile Creek Watershed District permit is required. Grading/Building Permit 32. Hennepin County is the LGU for Vernon Ave. Driveway entrance permit will need to be obtained through them. ## Grading/Building Permit Page 116 of 134 ## EdinaMN.gov 6016 Vernon Avenue –EV Charging Station Sketch Plane Page Style Page 117 of 134 ## Zoning Map & Site Location ## Site Location Page 118 of 134 ## Land Use Map ## & Site Location ## Site Location Page 119 of 134 ## Proposed Charging Station Page 120 of 134 ## Floor Plan Page 121 of 134 ## Request Requires ➢A Comprehensive Guide Plan Amendment to re-guide the site from MDR, Medium Density Residential to Neighborhood Node. The site is zoned PCD-4, in which a gas station is a permitted use. A gas station is defined as “a principal building and its accessory structures used for the sale of motor fuels and oils, where automotive accessories and convenience goods may be sold, but where repair and servicing of motor vehicles does not occur; provided, however, that an accessory carwash is permitted.” ➢Site Plan Review. ➢Multiple Variances: Drive Aisle/Parking Space Setbacks from 20 to 2 feet, Setback to Residential Property from 50 and 110 feet to 12 and 60 feet, Canopy setbacks from 35 & 25 to 0 and 5 feet, Pump Island Setbacks from 20 to 10 and 0 feet, Patio setback from 20 to 2 feet, Mechanical Equipment Setback from 35 to 13 feet, and Parking Lot Setback from the Building from 10 to 2 and 6 feet. (See Compliance Table on page 9 of this staff report.) Page 122 of 134 ## Neighborhood ## Nodes Page 123 of 134 ## Pyramid of Discretion Page 124 of 134 ## Site Plan Page 125 of 134 ## Rendering Page 126 of 134 ## Mechanical Equipment Page 127 of 134 ## Fencing Page 128 of 134 ## Site Rendering Page 129 of 134 ## Landscape Plan Page 130 of 134 ## Lighting Plan Page 131 of 134 ## Zoning Ordinance Compliance Table ## City Standard (PCD-4) ## Proposed Setbacks (Structure) Front (Vernon) ## Front (EP Road) Side (West) Setbacks (Canopy) Front (Vernon) ## Front (EP Road) Side (West) ## Setbacks (Pump Islands) Front (Vernon) ## Front (EP Road) Side (West) Setbacks (Parking lot) Drive aisle (Vernon) Drive aisle (EP Road) Side (West) ## Setback from Residential Use From adjacent property From property separated by a street 35 feet 25 feet 25 feet 35 feet 25 feet 25 feet 20 feet 20 feet 25 feet 20 feet 20 feet 10 feet 50 feet 110 feet 25 feet (existing) 20 feet (existing) 25 feet (existing) 0 feet* 10 feet* 40+ feet 0 feet* 10 feet* 50+ feet 0 feet* 10 feet* 12 feet 12 feet* 60 feet* Parking Setback from Building 10 feet 6 & 8 feet* Maximum Lot Size 60,000 s.f. 16,373 s.f. Minimum Lot Size 15,000 s.f. 16,373 s.f. Parking Stalls 1 space per employee plus 1 space per 300 square feet 5 stalls required 16 stalls ## FAR 30% 8% Page 132 of 134 ## Buildable Area 2’ 13’ 0’0’ 2’ 6’ 6’ 10’ ## Proposed & Existing Setbacks ## Proposed Setbacks Page 133 of 134 ## Primary Issues •Is the Comprehensive Plan Amendment reasonable? •Are the proposed Variances justified? Page 134 of 134