April Planning Commission Paperless Packet

CITY OF DOVER, DELAWARE PLANNING COMMISSION Monday, April 18, 2022 at 7:00 PM City Hall Council Chambers, 15 Loockerman Plaza, Dover, Delaware AGENDA Written comments are accepted via mail to City of Dover – Planning Commission, P.O. Box 475 Dover DE 19903 and via email at CompPlan@dover.de.us. MEETING NOTICE The Planning Commission Meeting for April 18, 2022 will be held both as an In-Person Meeting in the City Hall Council Chambers. The public is welcome to attend in person. The meeting will also be a Virtual Meeting using WebEx audio/visual conferencing system as an electronic means of communication. See participation information below to join by phone or computer. PUBLIC PARTICIPATION INFORMATION City of Dover Planning Commission Meeting of April 18, 2022 Dial: 1-408-418-9388 Event number/Access code: 2334 889 5308 Event password: DoverPC Event Address: https://bit.ly/PCMeeting4182022 If you are new to WebEx get the app now at https://www.webex.com/ to be ready when the meeting starts. For problems accessing the meeting, please call the Planning Office at (302) 736- 7196. CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL ADOPTION OF AGENDA APPROVAL OF MINUTES 1. Adoption of the Minutes of March 21, 2022 COMMUNICATIONS & REPORTS 1

PLANNING COMMISSION - April 18, 2022 PAGE 2 Meeting Reminder: The next Planning Commission regular meeting date is May 16, 2022 at 7:00 pm. Update on City Council Actions Department of Planning & Inspections Updates OPENING REMARKS CONCERNING MEETING PROCEDURES FOR APPLICATIONS OLD BUSINESS Request Extension of Planning Commission Approval: None Pending Development Application: 2. S-22-01 Caliber Car Wash at 280 Cowgill Street – Continued Review of a Site Development Plan Application for the construction of a 3,500 SF Self-Service Car Wash facility and associated site improvements including two (2) pay stations and nineteen (19) vacuum spaces. This redevelopment includes demolition of the existing auto repair shop building. The property is zoned C-4 (Highway Commercial Zone). The property consists of 0.78 acres (33,976.8 SF) and is located on the south side of Cowgill Street and Court Street near the corner of Martin Luther King Jr. Boulevard and S. DuPont Highway. The owner of record is Neaton’s Tire Service of Delaware. The Equitable Owner (Developer) is MPV Properties c/o John Bradley Murr. Property Address: 280 Cowgill Street. Tax Parcel Number: ED-05- 077.10-01-17.00-000. Council District 4. Waiver Request - Elimination of Sidewalk on Street Frontages for Alternative. This application was heard at the February 22, 2022 Meeting of the Planning Commission where a public hearing was held and the action on the application was deffered. NEW APPLICATIONS 3. SB-22-03 Lands of Bayroadcap, LLC at 600 Bay Road: Minor Subdivision Plan – Public Hearing and Review of a Minor Subdivision Plan for the two (2) existing Lots of the overall 12.9366 +/- acre Landing Square Commercial Development on Bay Road. The Plan proposes to subdivide the larger of the Lots (with direct frontage on Bay Road) into two (2) new Lots identified as Lots 2 and 3. The Plan also notes a Minor Lot Line Adjustment between Lot 1 and the proposed Lot 2. Lot 1 is proposed to be 4.8365 +/- acres and is to the rear (west) of the overall site. Lot 2 is proposed to be 4.7580 +/- acres fronting on Bay Road in the northern portion of the site. Lot 3 is proposed to be 3.3421+/- acres fronting Bay Road in the southeastern portion of the Site. The subject site is located on the west side of Bay Road near its intersection with Blue Hen Boulevard and the Bay Court Plaza entrance drive. The property is zoned C-4 (Highway Commercial Zone). The owners of record are Bayroadcap Phase 1, LLC and Bayroadcap, LLC. Property Address (both Lots): 600 Bay Road. Tax Parcel Numbers: ED-05-077.00-01-09.00-000, ED-05-077.00-01-09.01-000. Council District 2. This site was most recently subject to Minor Subdivision Plan SB-21-01 which subdivided the Lot into two (2) parcels as approved by the Planning Commission on March 15, 2021. Application S-19-20 Delaware State Police Building Update at Bay Road Commercial approved by the Planning Commission in September 2019 received Final Plan Approval on March 6, 2020, regarding the development of the Lot 1 (Phase 1) area superseding Application S-17-20. Application C-20-02 Landing Square: Revised Phase 2 Area approved by the Planning 2

PLANNING COMMISSION - April 18, 2022 PAGE 3 Commission in August 2020 received Final Plan Approval on February 25, 2021, for the commercial development of the Lot 2 area. 4. S-21-11 McKee Road Apartments at 1385 McKee Road – Public Hearing and Review of a Site Development Application for the construction of sixteen (16) 10,000 SF garden style apartment buildings each containing twenty-four (24) units for a total of 384 apartment units. Also proposed are sixteen (16) garage buildings, a Club House with Pool, walking paths, picnic areas, a dog park, playing field, parking, and other site improvements. The property is zoned RG- 2 (General Residence Zone) and C-2A (Limited Central Commercial Zone) and subject to the COZ-1 (Corridor Overlay Zone). This development application is only for the residential zoned portion of the property. The commercial portion will be developed under separate application. The property is located on the east side of McKee Road near the intersection of McKee Road and Scarborough Road. The owner of record is McKee Cap, LLC. Property Address: 1385 McKee Road. Tax Parcel: ED-05-067.00-02-57.00-000. Council District 4. Review of Active Recreation Area Plan with Consideration of Fee-in-lieu of Active Recreation Area Construction. Waiver Requests: Partial Elimination of Upright Curbing, Reduction of Required Parking, and the Elimination of Sidewalk along the Public Street Frontage. NEW BUSINESS ADJOURN Posted Agenda: April 8, 2022 THE AGENDA ITEMS AS LISTED MAY NOT BE CONSIDERED IN SEQUENCE. PURSUANT TO 29 DEL. C. §10004(e)(2), THIS AGENDA IS SUBJECT TO CHANGE TO INCLUDE THE ADDITION OR THE DELETION OF ITEMS, INCLUDING EXECUTIVE SESSIONS, WHICH ARISE AT THE TIME OF THE MEETING 3

Item 1. CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 The Meeting of the City of Dover Planning Commission was held on Monday, March 21, 2022 at 7:00 PM as an In-Person Meeting and also using the phone/videoconferencing system WebEx. The Meeting Session was conducted with Chair Mrs. Maucher presiding. Members present were Mr. Cooper, Mrs. Denney, Mr. Hartman, Mr. Baldwin, Dr. Jones, Mrs. Welsh (virtual), Mrs. Malone (virtual) and Mrs. Maucher. Mr. Roach was absent. Staff members present were Mrs. Dawn Melson-Williams, Mr. Julian Swierczek, Ms. Samantha Bulkilvish, Mr. Jason Lyon (virtual) and Mrs. Kristen Mullaney. Also present were Mr. Elio Battista, Chief Judge Michael Newell, Mr. Bill Lenihan, Mr. Brock Parker, Mr. Jaime Sechler, Mr. Mike Glick, Mr. Greg Rishel and Mr. Dominic Balascio. Speaking from the public were Mr. Christopher Gilkerson, Mr. Edward McNamara, Mr. Eric Norton, Ms. Tonya Brinkly, Mr. Mike Babiah, Ms. Kathy Theodorakas, and James Devine. APPROVAL OF AGENDA Mrs. Welsh moved to approve the Agenda as submitted, seconded by Mr. Baldwin and the motion was unanimously carried 8-0 with Mr. Roach absent. APPROVAL OF MEETING MINUTES OF FEBRUARY 22, 2022 Mr. Baldwin moved to approve the Planning Commission Meeting Minutes of February 22, 2022, seconded by Mrs. Welsh and the motion was unanimously carried 8-0 with Mr. Roach absent. COMMUNICATIONS & REPORTS Mrs. Melson-Williams provided an update on the regular City Council and various Committee meetings held on February 28 & March 1, 2022 and March 14 & 15, 2022. Mrs. Melson-Williams stated that the next Planning Commission regular meeting is scheduled for Monday, April 18, 2022 at 7:00PM in the City Hall Council Chambers and we will continue to provide an opportunity for virtual participation as well. Mrs. Melson-Williams stated that other updates from the Planning Office include that this is the time of year that you are now late if you have not renewed your Rental Dwelling Permit or Public Occupancy Permit. A second reminder was sent to those people. She wanted to extend a big thank you to a number of City Departments and Staff from our Office. With last week’s fire in Downtown Dover, our Fire Marshal’s Office, the Police Department and Public Works Office were all heavily involved in the aftermath of that incident. It continues to be under investigation at this point. It is a significant building corner in our Downtown area and we hope for the best as things move forward from that event. Mrs. Melson-Williams stated that there are some reminders for those of you who own property in the City of Dover. We do have Property Maintenance regulations and one of those is that when grass grows, there is a maximum height for grass in the City of Dover and that is 8 inches. So get your mowers tuned up now since Spring appears to be inching ever closer to us with that taste 1 4

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. over the weekend. A reminder for people who are on the City’s water system, tonight is the second night of the flushing program of our water system. The Department of Water & Wastewater has a map series to cover the entire City. You can find more information on the City’s website when they will be in your area of the City where you may expect some water discoloration. If you have any concerns with that, you can reach out to their Department. They would be happy to help you understand what to do to clear those lines as a result of that flushing program. Mrs. Melson-Williams stated that there are training opportunities for the Planning Commission members. In the packet was information on the Institute for Public Administration at the University of Delaware. Their next upcoming training opportunity is on April 1, 2022 on the Freedom of Information Act (FOIA) for Local Officials. The fact that we are having an open meeting this evening is part of the rules for the Freedom of Information Act (FOIA) for the State. If you are interested in participating in that training session, please alert Staff and they will get you registered for it. It is a virtual session but you do need to register ahead of time because there is a registration fee. OPENING REMARKS CONCERNING DEVELOPMENT APPLICATIONS Mrs. Melson-Williams presented the audience information on policies and procedures for the Virtual Meeting using the WebEx system. OLD BUSINESS 1) Requests for Extensions of Planning Commission Approval: None NEW APPLICATIONS Z-22-01 Lands of the State of Delaware at South Governors Avenue and West Water Street - Public Hearing and Review for Recommendation to City Council of a Rezoning Application to adjust the boundary of the H (Historic District Zone) to include a series of six (6) parcels consisting of a total of 1.74 +/- acres and an alley as the balance of the lands for the new Kent County Family Courthouse project site. The properties are zoned IO (Institutional and Office Zone) and subject to the SWPOZ (Source Water Protection Overlay Zone). The proposed zoning is IO (Institutional and Office Zone), subject to the SWPOZ (Source Water Protection Overlay Zone), and subject to the H (Historic District Zone). The properties are located on the east side of South Governors Avenue between West Water Street and Bank Lane. The owner of record is the State of Delaware. Property Addresses: 411 S. Governors Avenue, 429 S. Governors Avenue, 435 S. Governors Avenue, 439 S. Governors Avenue/117 West Water Street, 441 S. Governors Avenue, and 447 S. Governors Avenue. Tax Parcels: ED-05-077.09-03-37.00- 000, ED-05-077.09-03-48.00-000, ED-05-077.09-03-50.00-000, ED-05-077.09-03-51.00-000, ED-05-077.09-03-52.00-000, ED-05-077.09-03-61.00-000, and an alley. Ordinance #2022-02. Council District 4. First Reading was held by City Council on February 28, 2022 where the Public Hearing dates were set for Planning Commission on March 21, 2022, Historic District Commission on March 24, 2022 and City Council on April 11, 2022. Representatives: Mr. Elio Battista Jr., Parkowski Guerke and Swayze PA; Chief Judge Michael 2 5

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. Newell, Delaware Family Court; Mr. Bill Lenihan, Tevebaugh Architecture Mrs. Melson-Williams stated that this is a Rezoning Application that has an associated File Number of HI-22-02 which the Historic District Commission will deal with later this week. It is a series of parcels as you can see from the Exhibit Map that are shown in the hashed area located to the northeast of Governors Avenue and West Water Street. It is a series of properties owned by the State of Delaware and also a segment of an alley which is a City alley that is in the process of being transferred to the State. In total, this is about 1.74 acres of land. It is currently zoned IO (Institutional and Office Zone) and subject to the SWPOZ (Source Water Protection Overlay Zone). This request is to extend the boundaries of the H (Historic District Zone) which is depicted on the Exhibit Map in the orange color. This request would expand those boundaries to the balance of this block in Downtown Dover. The properties that we are dealing with have frontage on South Governors Avenue and two of them also have frontage on West Water Street. This area of the City has a mix of zoning classifications. Across the street to the west are areas zoned C-2A (Limited Central Commercial Zone). There are areas adjacent to it that are zoned IO (Institutional and Office Zone) and then a series of properties that area zoned RGO (General Residence and Office Zone) and those are primarily properties in that are fronting on The Green or on South State Street. A number of them, as noted, are already within the Historic District Zone. With the Comprehensive Plan for the City of Dover, in their Report, they call out two items of note. Chapter 6 of the Comprehensive Plan offers a series of goals related to historic resources and one of the recommendations is to look at areas for potential expansion of the Historic District designation which this application does. Also, there are goals in the Comprehensive Plan related to Mixed Use which is a land use category in the Downtown. The focus of the Downtown Area is as a traditional and symbolic center of the community and the Comprehensive Plan notes that efforts should recognize its unique heritage and historic resources while also providing opportunities for Mixed Use development that you would find in such Downtown areas. From a zoning review perspective, the City’s Zoning Ordinance has established a Historic District and the purpose of that District is “to preserve and enhance the unique character and value of the old portion of Dover as an area of special charm and interest. It is particularly intended that the regulations prevent in the Historic District, any change of conditions that would be deemed to be a disfigurement or degradation of the present unique visual and architectural qualities of the District” and that is from Article 3, Section 21 of the Zoning Ordinance. To amend the boundaries of the District, the Zoning Ordinance has a series of criteria for consideration. The ones of most interest in this request are that by expanding the boundaries it gives a more clear and distinctive boundary to the Historic District; basically along streets rather than zig-zagging through a series of property lines. This is also a request that the property owner has made which is one of the criteria. Then there are a series of other criteria including increased potential for economic and community development as a result of the designation. It is the recommendation of Staff that the Rezoning to the Historic District Zone be granted citing the consistency with the Comprehensive Plan. We find that it does make a clearer more distinctive boundary so that the entire block is located in the Historic District Zone. The Historic District Zone has a series of Design Standards and Guidelines that guide development activities in those areas and that would be utilized for any future development at the project site. Tonight, we are dealing with a Recommendation regarding the Rezoning; it is not a review of the potential development. She will note that the potential development area is much larger. As it stands at the moment, part of it is in the Historic District and part of it is not; hence part of the reason for the request to bring the entire land area under the Historic District Zone. Displayed as 3 6

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. a graphic is the submission plan from the applicant. The shaded area shows the properties and alley that are the request this evening for a Rezoning. Mr. Battista stated that they are seeking to Rezone this location which has been identified by the State of Delaware for a proposed future site of the Family Court in Delaware. From his perspective, this makes sense because if you look at the diagram now, part of the proposed location is in the Historic District and part of it is not. So, it makes sense to bring it all under the umbrella of one overviewing agency with respect to the approvals that are necessary. It doesn’t eliminate all of the future approvals that you would need to get with respect to any construction, demolition or easements that have to occur. With respect to the recommendation that you provide to the City, he would ask Judge Newell to give the Commission some background as to why we are here, how we got here and how they believe that this is a benefit to the City and why it should be within the Historic District. After which Mr. Lenihan can kind of get into the actual details and facts with respect to what it’s going to look like, what they are going to do, and where do we go from here. Judge Newell stated that what he has been asked to do is give the Commission a little bit of the background as to how we got here for this project. In 2006, a number of years before his time as Chief Judge, there was a southern court facilities study that rendered the current Family Court Building that is located at 400 Court Street as inadequate. Since that time, there have been other studies conducted for the feasibility of the current building to be refurbished and expanded and none of those have proven to be acceptable to the needs of our current Court. In 2012, the United States Marshals, they serve as Federal Judiciary, but they were retained to do a security study and also cited significant issues with the current building with respect to size and security. So, the issues tonight that he wants to focus on are size of the building, security of the building, dignity of our building and what he calls collaboration. The new building will allow us to have the Department of Justice, the Office of Defense Services, the Office of Child Advocate, the Division of Child Support Services, and the Department of Services of Children, Youth and their Families to have adequate space to be able to operate within the confines of our building. That is extremely important so that litigants have the ability to have confidential conversations and dignity which he will get to, to have that conducted in the privacy of a conference room, not standing out in a hall. He mentioned size. The current Family Court Building is 35,000 SF of space. The new building will be approximately 105,000 SF of space. We are utilizing and living in every inch of the space in the current building. That is one of the reasons why he mentioned earlier about the collaboration and the inclusion of the other agencies and their ability to conduct their business in a private and dignified and confidential manner. The average courtroom size in the Family Court Building in Dover is approximately 600 SF which is significantly lower than any courtroom standards that exist today. Next, are the security issues that we have in the building. This building was built in 1989 prior to September 11, 2001 which we all know what happened to our Country at that time. Security standards have significantly been revised and modified. He worked with the Second Chief Judge while he was in law school who built the building at the time and he has a great deal of respect for him. Fortunately, over the years with the complexities of population growth, judicial officers going to the court, filings have increased and our jurisdiction has expanded, the current building just no longer serves as a functional courthouse. There are no separate waiting areas for victims which we are required to have. He has already mentioned a couple of times now, no confidential areas for attorney and client participation. When litigants want to come in and fill out petitions, they will do so in an open area. It is not necessarily private enough for the types of 4 7

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. petitions that are filed in our court. Significantly, with the building currently does not accommodate what is called mixed circulation for the public, the people who are detained or incarcerated who come before us and our Staff in our judicial offices. The people who are incarcerated park in the same parking garage as our judicial officers and have to come through the parking lot where our employees park. There is a sally port in this current building but unfortunately given the size of our vans, the sally port doors aren’t able to be closed allowing open access to the outside judicial officers vehicles. The prisoners and detainees take the same elevators as the judicial officers do from the parking garage to the courtroom floors. If you have ever visited the building, you would see this from the public’s view but the detainees are escorted to the courtroom through the interior hallway where our Judges and employees’ offices are. That creates a significant risk but it is also an issue of dignity also regardless of where you stand on the criminal justice spectrum. Prisoners should not be paraded down hallways in their jumpsuits and shackles when they can actually access a courtroom from an access right off of a courtroom. Finally, the dignity. As you can imagine if you have had any experience with our Court, we deal with some of the most personal, intimate and heart wrenching issues that involve families and children. A dignified, safe and an appropriately sized courthouse is not a luxury; it really is a necessity. We want this Courthouse to be a civic presence in Dover and he thinks it will do that once we get to showing the design of the building later this Spring. Just so you know, it is estimated at this point, that this project will cost approximately $122,000,000. He thinks that it is appropriate that he is standing before you on the first full day of Spring because we are hopeful that Spring brings freshness and revitalization. We are hoping that this project will do the same to the area of Dover. Mr. Lenihan stated that to reply back to Mrs. Melson-Williams’ comments, they do agree with all of the comments from the Development Advisory Committee and the Planning Department in their summary of the project. One of the things that you see on the screen right now is the hashed area for the parcels that we are asking to be included into the Historic District by adjusting the Historic District boundary. As you can see, this is the full area of the State of Delaware parcels of the combined site. They go along the full block of Governors Avenue, from Water Street all the way to Bank Lane and then most of the block of Water Street all the way up to properties that front South State Street. So that will become the full continuous site as they have adjoined all of the parcels there. With this, that hashed area that is on the monitor (plan sheet being presented) is only approximately half of the total site area. The main reason why they are requesting this adjustment with the boundary here is to really make this site consistent with the IO (Institutional and Office Zone) boundary for this full site that you see on the screen. They are very appreciative that the City of Dover went through the process in 2021 to rezone this whole site for IO (Institutional and Office Zone) that would allow for this Family Court Complex to be constructed. This is a great project for the State of Delaware for all of the reasons that Judge Newell mentioned but also it really creates a Courthouse Campus. With the Kent County Courthouse just across the other side of State Street and the other offices and departments and attorneys who practice in these courthouses to all be down in this one area. It has been mentioned that he refers to this as a two- step public process. The first step is what we are going through now to adjust the boundary of the Historic District and the second step would be the normal development process where we would have review of the site and the buildings. So, we have an application into the Planning Department now to appear before this board again in May for that part of the process. He will show the Commission an exhibit that they will see in May that has the footprint of the proposed buildings so that you can see how the site is proposed to layout. At the corner of South Governors Avenue 5 8

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. and West Water Street would be the front entrance of the L shaped Courthouse that is shown in the baby blue color on the board here. Then there would be the existing Water Street parking lot that would be a smaller footprint and then there would be a parking structure on Governors Avenue towards Bank Lane. You can see the boundary of the Historic District where it is right now, subdivides the Courthouse and the parking structure. It will keep this project consistent with the new IO (Institutional and Office Zone) Zoning Map and also the Comprehensive Plan and the boarder of the National Register of (Historic Places) The Green Historic District Area which includes this full block. Also, with the Dover/Kent County Metropolitan Planning Organization in 2010 Dover Transit Center Neighborhood Plan, this is consistent with all of their recommendations. So, we are asking for approval to adjust the Historic District boundary for all of these reasons. Mr. Hartman stated that it appears that we will be losing some parking on that site, but he knows that this is just the first step. Does Planning Staff have any concerns about the loss of parking with this project? Responding to Mr. Hartman, Mrs. Melson-Williams stated that this is a Rezoning Application, so we are just dealing with a Rezoning request. The applicant has been working with Planning Staff regarding the site development elements of it. She believes that they will be addressing parking to his satisfaction but that is not what we are here to talk about tonight. What the applicant has shown is indicating that there is a parking structure to come and there are some other plans for parking related to displacement of what’s currently there on part of the overall site. But tonight is just about rezoning. Mr. Hartman stated that he understands that this is just the first step but one of the problems with the original Courthouse was inadequate parking. The Judge didn’t mention anything about the inadequacies of the current Family Court and he just wanted to understand that without the benefit of a parking garage, he was concerned that it would detrimentally impact either the Kent County Courthouse parking or the law firms or Attorney General’s parking. Responding to Mr. Hartman, Mr. Lenihan stated that the State of Delaware commissioned a parking study for this project because we wanted to make sure that they are not only meeting the zoning requirements, but they also wanted to make sure that they had an adequate parking for the project. With that, the Parking Study looked at over one year’s worth of cases and hearings at the existing Courthouse. They talked about what time of day the hearings occurred and also days of the week; so, that they could come up with a solid number for what the real demand for the parking for visitors and employees for the Courthouse are. Then they looked at how many spaces would be displaced by the new structures. They also talked to other neighborhood organizations and the City of Dover to get their input as well. The new full site between the onsite parking and the parking garage will have more parking than is required by Code and will meet the Demand Study listed in the Parking Study. Mrs. Maucher opened a public hearing and after seeing no one wishing to speak, closed the public hearing. Mr. Hartman moved to recommend approval to City Council for application Z-22-01 Lands of the State of Delaware at South Governors Avenue and West Water Street in the matter of the rezoning application to adjust the boundary of the Historic District to include a series of six parcels and an alley as the balance of the lands of the Kent County Family Court. He bases the 6 9

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. approval on the consistency with the Comprehensive Plan, the request from the State of Delaware as the owner and the recommendations of Planning Staff, seconded by Dr. Jones and the motion was carried 8-0 with Mr. Roach absent. Mr. Hartman voting yes; based on the motion. Mr. Baldwin voting yes; based on previous statements and Staff recommendation. Dr. Jones voting yes; for reasons previously stated and for the presentation that she could understand. Mrs. Welsh voting yes; for the reasons stated in the motion itself. Mrs. Malone voting yes; based on reasons stated. Mr. Cooper voting yes; based on all of the reasons listed in the motion. Mrs. Denney voting yes; based on testimony before us tonight and just review of the plan. Obviously, this is sorely needed to rezone this area so that we can have some continuity with our new Family Court. Mrs. Maucher voting yes; for reasons provided in the motion. S-22-02 Frito Lay Exchange Center at Lafferty Lane – Public Hearing and Review of a Site Development Plan Application for the construction of a 7,884 SF warehouse and associated site improvements. The property is zoned M (Manufacturing Zone) and is subject to the AEOZ (Airport Environs Overlay Zone). The property consists of 22.86 acres (995,996.38 SF) and as part of this application will be subdivided into two parcels. Lot 1 being 19.74 acres (880,045.42 SF) and Lot 2 (the lot to be developed) being 2.99 acres (130,579.33 SF). The property is located on the north side of Lafferty Lane approximately one quarter mile west of Horsepond Road. The owner of record Devreco, LLC. Property Address: Lafferty Lane. Tax Parcel Number: ED-05- 077.16-02-05.00-000. Council District 2. Waiver Request: Partial Elimination of Curbing. Also for Consideration: Performance Standards Review Application. Representatives: Mr. Brock Parker, Parker & Associates Ms. Bulkilvish stated that this is Application S-22-02 Frito Lay Exchange Center at Lafferty Lane. This is a Development Plan as well as a Subdivision Plan. The plan is to develop a small portion of 22.86 acre property. The Subdivision would divide the property into Lot 1 of 19.74 acres and the smaller lot to be developed as Lot 2 of 2.99 acres. The property is zoned M (Manufacturing Zone) and it is also in the AEOZ (Airport Environs Overlay Zone) in the APZI (Accident Potential Zone I) and APII (Accident Potential Zone II) as well as Noise Zone A. These are important because it limits the types of uses that can occur on the site. It is a little bit more restrictive than what is allowed by the M (Manufacturing Zone). What is being proposed is a 7,884 SF warehouse with parking as well as eight loading docks. This is going to be the Frito Lay Exchange Center where delivery drivers will come and pick-up their delivery trucks, load them up from the warehouse, and drive out to their distribution centers; and, then come back to pick-up their personal vehicles from the lot at the end of the day. Also for consideration tonight are the Performance Review Standards that the applicant has provided in a separate document. Basically, that is to make sure that there use will not have any kind of noxious effects on the neighboring properties. They have also requested a waiver for the partial elimination of sidewalk along the western and northern boundaries of the property at that larger parking area and that is to accommodate the stormwater flow into their drainage at the rear of the property. They have also provided connection into the larger property which they do not plan on curbing for future connection into that second larger parcel that they are creating. The project did have some landscaping. They provided three Crape Myrtles and some rose bushes; however, with our landscaping requirements they are deficit of forty-one trees which they will have to show in a future landscape plan. The other concern that Planning Staff had was the architecture. 7 10

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. Unfortunately, we do not have that (image) in our presentation tonight. But the portion of the building that does face the road is kind of void of any windows and just has two doors at the front. It doesn’t really reflect the architecture of the neighboring property of the George & Lynch Construction Company offices because there are a lot more windows and glass on their frontage. However, they are proposing windows along the other sides of the building so she believes that they could carry those around to the front and kind of mesh that look like the neighboring properties as well. Mr. Parker stated that the Frito Lay Exchange Center is basically a hub where big trucks come in and drop off boxes of product and little trucks take it from there and deliver it to their routes in the general vicinity. Obviously with a project like this, the internal circulation for trucks is pretty vital. So, there is wide expanse of paving in front of the building to get the trucks in, turned around, etc. That provides the ability to set the building pretty far back off of Lafferty Lane to provide about 150 feet of green space in between the building and Lafferty Lane. The parking behind the is to get it off the street and get it behind the building where it belongs. We do show an internal cut-through or shared access to the property next door. That is in anticipation of some inter-parcel connectivity as you probably want when you plan a site this large. We really don’t know what we are doing on the remainder. That’s why we are just subdividing this piece off into a little 3-acre lot and proposing what we are proposing today. Obviously, we would have to return for the reminder of the lands if a proposal was ever generated for that. As far the development of the property itself, we have prepared the DelDOT Plans that we’ve submitted to DelDOT. We have gotten the first round of comments back from them and nothing is overly catastrophic because DelDOT really tells you what they want before you get into the plans. Essentially, they are hitting us for a full turn lane in the middle, acceleration and deceleration lanes on our side as well as a full multi-modal walking path along the frontage. They didn’t take it easy on us but they have it accommodated on the Plan that we’ve submitted, and we will receive comments back. As far as stormwater goes, we have submitted the plans back to the Kent Conservation District and we are awaiting comments there, but the design is completed. We are comfortable with the design and the plans that we are showing the Commission today. They feel confident that they can realize this plan exactly how you are looking at it. We are aware of and we have read the full DAC Comments. We are fully aware of them and they take no exception. We can comply with all of them including the addition of an embarrassing number of trees. The architecture can be revised and we feel like we can make Staff happy with the addition of some windows and some other gingerbread on that side of the building that faces the road. As far as the other stuff, we don’t really see a problem with complying with getting this thing to fruition. Mr. Hartman stated that the Fire Marshal had some concerns about the width of the driving area for emergency apparatus. Have you resolved that concern yet? Responding to Mr. Hartman, Mr. Parker stated that he feels as though we haven’t engaged the Fire Marshal with their exact submittal. We do have significant drive aisles around the building. The parking space itself is about a forty-foot drive aisle and then we have one hundred and some feet on the other side of the building. Mrs. Maucher opened a public hearing. Mr. Christopher Gilkerson – (member of the Project Team) 8 11

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. Mr. Gilkerson stated that he had no additional comments as Mr. Parker did a great presentation. We are excited to move forward with the project and get rolling with construction. Mrs. Maucher closed the public hearing. Mr. Hartman stated that he thought he had read that Planning Staff had approved the waiver. Responding to Mr. Hartman, Mrs. Melson-Williams stated that is correct. With the waiver for upright curbing, the Zoning Ordinance gives the City Planner the ability to consider and grant that waiver. Mrs. Welsh moved to approve S-22-02 Frito Lay Exchange Center at Lafferty Lane to subdivide the lot into two parcels and inclusive of the Performance Standards Review noted, seconded by Mr. Baldwin Mrs. Melson-Williams asked to confirm that the motion includes approval of the Site Development Plan. Mrs. Welsh and Mr. Baldwin both agreed to include the Site Development Plan approval in the original motion and the motion was carried 8-0 by roll call vote with Mr. Roach absent. Mrs. Welsh voting yes; it seems to be a good use of the property and probably well needed. Mrs. Malone voting yes; for the same reasons as Mrs. Welsh. Mr. Cooper voting yes; based on Staff recommendations as well as the applicant’s willingness to make adjustments based on recommendations. Mrs. Denney voting yes; she thinks that it is an excellent use for this particular parcel, and it fits well within what the City would like to have there. They have made adjustments as requested by the Planning Department. Mr. Hartman voting yes; based on the fact that the warehouse building as described is in compliance with the M (Manufacturing Zone) and the Performance Standards Review Letter demonstrates the intent to comply with the Performance requirements stipulated by the Zoning Ordinance. Mr. Baldwin voting yes; based on all of the previous comments. Dr. Jones voting yes; based upon the previous reasons given as well as the applicant’s agreement to address any concerns raised. Mrs. Maucher voting yes; for reasons previously stated. S-22-03 Restaurant at 801 North State Street - Public Hearing and Review of a Site Development Plan Application for the construction of a 7,681 SF Restaurant with outdoor patio dining and associated site improvements. The property is zoned C-2A (Limited Central Commercial Zone). The property consists of 1.943 acres (84,637.08 SF) and is located on the east side of North State Street, southwest of Lepore Drive. The property is bordered by Silver Lake to the south. The owner of record is Lopez Kent County, LLC. Property Address: 801 South State Street. Tax Parcel Number: ED-05-068.09-01-13.00-000. Council District 3. Waiver Request: Partial Elimination of Curbing. For Consideration - Bank Stabilization for Reduction of Setback Requirement from Silver Lake. Representatives: Mr. Jaime Sechler, Davis, Bowen and Friedel; Mr. Mike Glick, Lighthouse Construction Mr. Swierczek stated that this is a Site Development Plan Application for a property located at 801 North State Street. This is on the east side of North State Street immediately abutting Silver 9 12

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. Lake. On the Site Plan shown on the screen, Silver Lake is to the left of the development. The property is just under 2 acres and it is currently vacant but was most recently the site of a single- family home which he believes there was a fire there and the structure was demolished several years ago. This property has been vacant for a few years. The restaurant as noted is a little over 7,600 SF and it is proposed to be the El Azteca Restaurant. There are a couple of items that Planning Staff have identified. Specifically, as it is immediately abutting Silver Lake, there is a requirement to provide a minimum 100-foot setback from the water to any impervious surfaces on the property. The applicant does have the ability to have that minimum setback reduced, provided that they can meet certain standards. In Item 5 – Site Considerations of the DAC Report, you can see that there is a graphic that is provided that sort of displays what these kinds of requirements could be. Specifically, it is noted that the setback could be reduced to 30 feet from the edge of water if the applicant can sufficiently provide the evidence that they will be providing bank stabilization which essentially means that there will be a luxuriant amount of native foliage there to stabilize the bank at the water’s edge. There are further images in the packet that the applicants had submitted showing that they would be providing well beyond what that minimum standard would be for the plantings at the water’s edge. As it is immediately abutting Silver Lake, it was referred to the Silver Lake Commission. The members of the Silver Lake Commission had reviewed this application and on the Commissioners’ desks tonight was a collection of their comments that were sent to Planning Staff this afternoon. On the whole, they were mostly noting the conditions of the site as in terms of how many trees may be removed, landscaping conditions on the water’s edge, etc. There were no major comments or objections to this Site Development Application. The applicants have submitted one waiver for the partial elimination of upright curbing. They had been showing the six-inch upright curbing along the edge of drive aisles and parking immediately abutting the proposed restaurant; however, the rest of the parking lot is not showing any of the curbing. The waiver submitted has noted that they were requesting this waiver for the bulk of the drive aisles and parking areas in order to facilitate the sheet-flow and stormwater management. Based on the plans that we have seen, we are not entirely sure how removing the six-inch upright curbing from the entirety of the exterior of the site and along that interior island would be necessary in order to facilitate that. So, Planning Staff is still requiring the six-inch upright curbing to be continued at the entrance where it wraps around to the first parking spaces at the north and south as well as along the central island. They will continue to work with the applicant. If they provide information to us that shows that would be necessary, then of course Planning Staff will revise their comments on that. Additionally on the plan submitted, they had not been showing the bicycle parking based on the number of vehicle parking spaces which he believes is 76. There is a general requirement in the Zoning Ordinance that for every 20 vehicle parking spaces, you provide a minimum of one bicycle parking space. The applicant has indicated that it will not be an issue and they will provide the minimum four bicycle parking spaces. They have also shown a new sidewalk along the North State Street frontage there where you also see a turn lane. The applicant has also told Planning Staff that they will be providing a dedicated pedestrian or sidewalk entrance from that new sidewalk on the North State Street frontage onto the site as well. For recommendations, specifically Planning Staff was cognizant of the Dumpster enclosure being located on the eastern side of the proposed restaurant near to the Overlook Subdivision to the east. Noting that, we had included a recommendation that the dumpster enclosure should be a masonry build to be a more durable material and then aesthetically it should match the general aesthetic itself and that there should be added landscaping there as to make it as pleasant for the neighboring properties as 10 13

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. possible. Additionally, as this is a commercial use immediately abutting residential uses, there is a provision of the Zoning Ordinance that requires an opaque barrier to be installed when a commercial use is immediately abutting a residential use. On the plan that you see on the screen, the residential uses technically only are directly abutting this property sort of in the middle at the bottom. Staff had included a recommendation that the opaque barrier requirement essentially be implemented on the entirety of the eastern property boundary abutting the Overlook Subdivision. So basically, the property seen at the bottom of the screen that would include the opaque fence and added landscaping. There is a general requirement for landscaping on development in the City where it is required to provide a minimum of one tree for every 3,000 square feet. The plan submitted had shown twenty-seven trees; however, they are required to show twenty-nine. They have indicated that it should not be an issue to add those trees. They note again that there will be added landscaping required for the bank stabilization on the edge of Silver Lake and added landscaping requirements to fulfill the opaque barrier requirements along the Overlook at Silver Lake property. Mr. Sechler stated that he just wanted to reiterate a few things that Mr. Swierczek spoke of. This is a 7,681 SF restaurant with seventy-five parking spaces. They are going to provide the bicycle parking as noted and also the sidewalk to the entry of our property. As far as the upright curbing, they submitted a plan of where we would like curbing along the building and where we would like to remove it. The reason stating that is that he knows the Silver Lake Commission had some concerns about contamination and everything like that. We do the design and for the Kent Conservation District, the more sheet-flow that you can do across the grasses or bio-media or anything like that helps treat all of the contaminants potentially in the runoff. So, to be able to have it sheet-flow across the grass and then also treated again in the stormwater facility would just help to facilitate that. Curbing is required and it is what it is. It just goes straight into a catch basin and then into the stormwater facility where it is not treated quite as much as if it is allowed to sheet flow across some other type of media or grass. They did meet with the Kent Conservation District prior to this meeting to go over the Silver Lake Drainage Study and sufficient items like that. He met with Jared at the Kent Conservation District and there didn’t seem to be any issues that they wouldn’t be able to work through all of that and our design with him. We also met with DelDOT to discuss our entrance design and they are going to need a right turn lane. Obviously, this portion of North State Street already has a suicide left lane so that suffices and also the pedestrian facilities out front. The restaurant also was located in a way so that the rear of the restaurant kind of faced away from all of the residential adjacent to us to try direct noise and things like that towards any of the residential properties. Mr. Hartman asked if they addressed the opaque fencing requirement. Responding to Mr. Hartman, Mr. Sechler stated that he did not but he believes that the Code requires like a six foot high opaque fence to be installed at the location where they are adjacent to residential units and we can install that. Mr. Hartman asked if he was saying about the recommendations presented by the Planning Office, they intend to follow those? Responding to Mr. Hartman, Mr. Sechler stated that was correct. There were twenty-seven trees and we need twenty-nine, but it was just a miscalculation. Yes, we agree with them. 11 14

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. Mr. Hartman asked what consideration they had given to the neighborhood concerning the lighting coming from the facility. Responding to Mr. Hartman, Mr. Sechler stated typically the City of Dover has their own recommendations but everything shines down and away from adjacent properties. Then there is a certain illumination that is required by the City, but everything would be down and away from all of the adjacent properties. Mrs. Denney stated that one of her concerns in reviewing this is noise. You have a restaurant with outdoor dining and she sees some potential of a party area. As she looks at this plan, she is thinking what about the noise for the neighbors? Mr. Glick stated that they looked at two items when addressing the noise for the outdoor dining. One, the outdoor dining is all roofed so any sound would not be traveling upwards. So, we are covered at least on the back side of the restaurant and the roof structure. As well as looking at placement on the property, none of the outdoor dining is facing directly to any of the residential. We looked down State Street which actually crosses over the cemetery area. So, to minimize any impact with adjacent properties, we tried to develop all of the outdoor dining pointing in that direction. Dr. Jones asked if the applicant could speak about the ADA compliant ramps. Responding to Dr. Jones, Mr. Sechler stated that on the Site Plan, everything anymore starting from State Street in all has to follow the ADA guidelines. Typically, we design to be anywhere from a 2% cross- load. Everything from the State Street inward and also the handicapped parking out front and your sidewalk accessibility even throughout the restaurant has to follow those guidelines to be approved and inspected. Dr. Jones asked if that included the ramps. Responding to Dr. Jones, Mr. Sechler stated yes, the ramps 100% will have to be inspected. Everything will be ADA compliant as well as inside the restaurant. Mr. Hartman asked what the setback was for the restaurant across the street. Responding to Mr. Hartman, Mr. Swierczek stated that he was not sure off the top of his head. He does know that it is reduced and that it did have to get a variance related in part to being in the Flood Plain as well as to have the setback reached. Mr. Hartman asked if they considered a design with a larger setback with the 100 feet. Did you consider a design with that setback as well? Responding to Mr. Hartman, Mr. Seckler stated not really. With the larger setback in this area, the site is not conducive to a restaurant with the amount of parking required; they would need to do a 75-foot setback here. With stormwater management, it could be done but it’s very largely expensive with underground chambers, etc. that might be required so he is not sure that the client may move forward. Mr. Glick stated that with the addition of the riparian buffer, it gives us the ability to reduce to the thirty-foot setback. We looked at placement of the structure and we came to Mr. Sechler’s comment. It is conducive to the restaurant at its current location and it also optimizes where the parking is. The bulk of parking is to the right and to the west and north of the building, furthest away from residential. Again, they are trying to push it as much as we can. Obviously, we can’t 12 15

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. give it all away but the further we can keep the parking towards State Street as well as to the north side were the billboard is, the further we are away from the residential properties. Mr. Hartman stated that he appreciated the amount of thought that was put into the application. Mrs. Maucher opened a public hearing. Mr. Ed McNamara – 122 Overlook Place Dover, DE 19901 Mr. McNamara stated that he had a couple of questions that the applicant can probably answer. What will the opaque fence material be? Responding to Mr. McNamara, Mr. Sechler stated that it will be a PVC type material. Mr. McNamara questioned if there was only one way in and out of the property. Responding to Mr. McNamara, Mr. Sechler stated yes, there is only one entrance on State Street. Mr. Eric Norton – 627 Venue Drive Dover, DE 19901 Mr. Norton asked if in addition to the roof over the outdoor seating, can they also put a wall around it to keep the noise localized. Responding to Mr. Norton, Mr. Glick stated that there will be a wall on what he would call on the eastern side of the property where residential is to help block the sound. There would be both the opaque fencing on the actual property line and then you would have a physical wall where the outdoor dining occurs so that no sound can transmit towards the residential. Mr. Norton asked if they could move the garbage can up to where that uppermost tree is. It would be an easy fix to move the smell. Responding to Mr. Norton, Mr. Glick stated that they can certainly look at that. One of the issues is that the Kent Conservation District, because of the type of ponds that we can likely have on this property, has asked us to try to keep the trash structures away from the ponds at best. So that area right there is an infiltration pond, but we can certainly have that conversation with them and explore what options we have to move it to the northwest corner of the property. Ms. Tonya Brinkly – 654 Vista Avenue Dover, DE 19901 Ms. Brinkly stated that she is smack dab in the middle of this restaurant development. She has been here for approximately 1.5 years and she is not very happy. She looked at the plans and she agrees with the gentleman about the trashcan. She doesn’t want to see it, smell it or see the rodents or anything else that is going to be associated with that. She is upset about where the loading dock will be and the diesel fuel that she is knows will come through her bedroom window. She is not happy about that as well as the construction and noise. It is very close to our residence. It is not a buffer of having a six-foot wall. Most people average, at least men, six foot tall so anybody can look over at any point in time. Six foot is not enough; she would recommend twelve feet if at all possible. Maybe she missed the hours of operation for this restaurant. If it’s open from 12pm to 12am and she doesn’t need to hear noise while people are getting in their cars or having loud mufflers because that is going to wake her up as well. Having this be so close to a residence, she is not in favor of this. She understands growth and development like nobody’s business. She currently works for the City of Baltimore, Maryland. She comes here to rest and get peace and quiet, beautiful landscaping, great animals and she sees all kinds of weird stuff but 13 16

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. she would rather have that than the noise and pollution from a restaurant in her back yard. Mr. Mike Babiah - 102 Overlook Place Dover, DE 19901 Mr. Babiah stated that we talked about the opaque barrier for the extension of where his property line abuts but where the alley is associated. He saw a fence indicated on the plans but is that an opaque barrier or something else along that area. Responding to Mr. Babiah, Mr. Swierczek stated that their recommendation was that the opaque barrier be implemented on the entirety of that. It would be adjacent to the alley and terminus of Overlook Place. Mr. Babiah stated that helps them out to because there is a concern about not having an abundance of parking in Overlook Place. So, it would help from people parking there and walking up. Ms. Kathy Theodorakas – 650 Vista Avenue Dover, DE 19901 Ms. Theodorakas stated that she is concerned about our back yards which we are about twelve townhouse units on Vista Avenue. The back yards which are very small where we can park a car. It buts up to the back of this gentleman’s property. It was said that there is going to be a six-foot fence. She agrees with lady who just spoke that six feet is probably not enough. How do we keep the customers from coming over in our back yards? Is it going to be enclosed entirely so that people aren’t going to be roaming around our back doors if they have too much to drink or something? Responding to Ms. Theodorakas, Mr. Swierczek stated that he is not too sure about the site conditions of the properties immediately to the north. But again, the opaque barrier would have to be a completely solid fence with the addition of landscaping in front of it and that would run along that alley which runs behind all twelve units. Ms. Theodorakas stated that it is a very tiny alley. Responding to Ms. Theodorakas, Mr. Swierczek stated that their recommendation was considering the fact that they were not wanting people to transit between the restaurant property and then the residences on Overlook Place. So that opaque barrier would be applied along the back of all twelve of those townhomes in that alley, along the terminus of Overlook Place and then the residence at the waterfront. Ms. Theodorakas asked how close he thought that the trash would be to that back alley. Responding to Ms. Theodorakas, Mr. Swierczek asked the applicant if the exact footage was noted on the plan. Mr. Sechler stated that he would guess that the dumpster is about fifty feet away from that alley. Mr. Eric Norton – 627 Venue Drive Dover, DE 19901 Mr. Norton stated that he lives on Venue Drive and this is on the other side of our community right behind the Red Roof Inn. At the back of his house is an alleyway and the Red Roof Inn has a six foot retaining wall. Seemingly all of the people that go to the Red Roof Inn and the 7- Eleven seem to take great sport in seeing how far back they can stand and throw their trash over the fence. So, we have a whole bunch of trash that comes over that six foot retaining wall. Six feet is clearly not enough. That wall that goes around this new building must have a wall much taller than six feet. Ten feet would be best and he suggests twelve feet just from his experience living right there in the neighborhood. 14 17

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. Mr. James Devine – 641 Vista Ave Dover, DE 19901 Mrs. Melson-Williams stated that Mr. Devine was previously on the line (virtually) but he let her know in the chat that his questions had been answered because they have been put forth by others. Mrs. Maucher noted that some comments from the Silver Lake Commission members were received by email this afternoon and there were copies placed on the Commissioner’s desks. Mrs. Melson-Williams noted that because this property is adjacent to Silver Lake, the City’s Zoning Ordinance requires that the application be presented to the Silver Lake Commission. That happened about a week and a half ago and the applicant presented their proposal to the Silver Lake Commission. There was a lively discussion that evening and then the members put their comments and documentation of some of the questions that they asked that evening into email format. We provided that to the Planning Commission members by email last this afternoon and then also on their desks this evening. They are charged with looking at applications and their impact on the Lake. As you can see in their comments, there is obviously concern for tree planting. There is removal of existing trees, the planting of new trees, the implementation of the riparian buffer and bank stabilization along the edge of the lake area there. There were also some functional questions about noise and lighting that were also identified in these comments that you have heard about this evening. Mrs. Maucher asked if the Silver Lake Commission had to make a recommendation or is it just individual comments from the Commissioners. Responding to Mrs. Maucher, Mrs. Melson- Williams stated that the Silver Lake Commission is referenced in your report in that the application needs to be presented to the Silver Lake Commission and any comments from the Commission should be forwarded to the Planning Commission. She can tell you that it was the first time that that Body had met in an extended period of time and there were a number of new participants appointed to that Commission. Their discussion that evening was very favorable. There are obviously concerns because it will be a change for that property which most have enjoyed as an open area with lots of trees and vegetation for a number of years with it being vacant. But they expressed their concerns. She didn’t get a feeling that they were overly concerned that the application shouldn’t move forward, recognizing that there is a development opportunity there. She thinks that they were pleased to see the proposal which is included in your packet for that riparian buffer and significant plantings along the lake which will actually change and very much improve that section of the lake area. Mrs. Maucher closed the public hearing. Mrs. Malone asked if they were going to close down the existing site on Route 13 North and then only have this restaurant or are they going to have both restaurants. Responding to Mrs. Malone, Mr. Sechler stated that they are going to close down the other location and this will be their new location. Mr. Cooper stated that he knows from a residential perspective, we are limited to six foot fences. Are there restrictions that would stop the opaque fence from going taller as questioned? 15 18

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. Responding to Mr. Cooper, Mr. Swierczek stated that he believes in the Zoning Ordinance, there is something in the opaque barrier requirements that supersedes this but fences in commercial uses are allowed up to eight feet in height. That is not to say that in this scenario specifically that there couldn’t be some added provisions for the addition of a berm in addition to the fencing or taller vegetation landscaping. But in general for the fence itself, the limitation would be eight feet. Mr. Hartman stated that also from a residential perspective from somebody who is near a Dunkin Donuts and an Arbys, he believes that a twelve- foot fence is too much. He believes that it would be unsightly and he kind of believes that it would be very difficult to maintain. His main concerns with this project were the setbacks and that seems to have been addressed. His other concerns were lighting and noise which Ms. Brinkley had mentioned. He thinks that noise is a problem throughout the City. He knows that he has a problem with it where he lives. He would like to see Dover PD or the City be a little bit more aggressive in their enforcement of our noise regulations which you bring out in your report in the answer to the applicant. Mrs. Denney stated that she lives on State Street and down the street from what was Wesley College which is now Delaware State University, and for many years obviously in close proximity to the racetrack. People what say what about the noise; if you are sitting out at certain times during race weekend or football days or whatever athletics things are happening or it’s getting close to graduation. Her feelings generally are if it is totally out of control then certainly you can make a phone call. The Police Department has always been good about trying to check in on things. Wesley College was very proactive. If you just left a voicemail with the college and said you were getting a lot of trash, they would send people out to pick up the trash or replace something that was stolen from her property. They also reminded the students as best that they can but kids are kids. Sometimes we have a parade and if she’s out she can’t back to her house. That is the beauty of living on a main street; you can sit on your front steps and watch a parade go by. To her, while these are certainly issues that need to be given consideration, those things are temporary things that happen and tomorrow they are gone. Her concern with seeing this is she doesn’t think that they should have made adjustments to setbacks because as we all know, what used to be Silver Lake is not very silver anymore and it isn’t going to get any better. The trash and debris that happens when people come out after being there and the noise, overall she thinks that is steady nightly on any evening that they are open. While we want to accommodate development, she does believe that reducing setbacks and accommodating all of these little things that add up, she thinks that we really have to seriously consider. The other thing is, is to change to the character of the neighborhood? There are restaurants there but may not be so much in that regard, but it certainly is a change to the character of the neighborhood to the animals and trees and everything else that exists there and that always gives her concern. Mrs. Malone moved to approve S-22-03 Restaurant at 801 North State Street with the waiver requests for partial elimination of curbing, for consideration of bank stabilization for reduction of setback requirements from Silver Lake, seconded by Dr. Jones. Mrs. Melson-Williams stated that she wanted to confirm that your recommendation for approval is also inclusive of the Development Advisory Committee Report and comments. Responding to Mrs. Melson-Williams, Mrs. Malone stated yes, most definitely. 16 19

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. Dr. Jones stated that she agrees as well. Mr. Cooper stated that he is inclined to support this application but he has listened to the comments that have been asked. One of the things that he has kind of been struggling with is the location of the Dumpsters with the neighborhood right next door. They are only required to have sixty-one spaces but they have seventy-five proposed. By his incredibly rough scale measurements with a paper clip that he bent out and used his finger to guide it, it would only take up roughly three spaces in one of those top two corners. As he said, he is inclined to support the application, but he is wondering if relocating the trash can would at least be an effort of good faith and would only cost three parking spaces. Responding to Mr. Cooper, Mr. Glick stated that they can go ahead and relocate the trash can. The motion was carried 8-0 by roll call vote with Mr. Roach absent. Mrs. Malone voting yes; she feels that the applicant has done a really good job with the presentation and she does feel that they will work very closely with the neighbors to try to take care of all of their concerns that they have. She feels that this will really be an asset to have this restaurant be built this way. She knows that they have been working out of the site on Route 13 North which is very tiny. They have great food. There is also McGlynn’s across the street and Countrie Eatery across the street; so, it does fit into the area. She feels very comfortable that the applicant will work very closely with the residents to make sure that their concerns are well taken care of. Mr. Cooper voting yes; for the reasons stated in the motion. Mrs. Denney voting yes; she is not happy with the setbacks but she does think that it is a good use for this property and as stated by the maker of the motion, there is also two other restaurants around there. They do have wonderful food and it is a nice change. With the exception of her concerns about changing the character so drastically, she does think that it is a worth while project. Mr. Hartman voting yes; based on previous statements. Mr. Baldwin voting yes; based on the previous statements. Dr. Jones voting yes; acknowledging that there are still some concerns about the noise and the height of the fence so if we could do some exploration to see if we can move past that six feet. Mrs. Welsh voting yes; she believes that it is a good use of the property. It has been vacant for a long time and it is a great location for the restaurant as the one on the highway is quite tiny and this would give them a lot more space to utilize. It is in conjunction with the other two restaurants. She thinks it will be a nice gathering area. She thinks that it is good for the people who also live in the area because there is going to be several choices of restaurants that they can get to easily without traveling very far. Mrs. Maucher voting yes; based on the DAC Report and the indication from the applicant of their willingness to work with the neighbors in addressing their concerns. Mr. Hartman asked the members of the public who spoke tonight to come back here once the facility is constructed to educate the Commission on their experience with the construction and the facility. He thinks that would be a great learning experience for this Commission. S-22-04 Raymond Street and Railroad Avenue Street Improvements – Public Hearing and Review of a Site Development Plan Application for the proposed construction of street improvements in the Rights-of-Way of Raymond Street and Railroad Avenue. Improvements consist of paved roadways, curbing, sidewalks, and utility infrastructure (water, sewer, and stormwater drainage). Raymond Street is proposed to be extended west as a 24 ft. paved width 17 20

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. roadway to intersect with Railroad Avenue. Railroad Avenue is proposed to be constructed as a 24 ft. paved width roadway extending to the north ending in a cul-de-sac. Portions of the surrounding property totaling 0.61 acres and owned by Patel College Properties LLC and Patel Excess College Road LLC are being dedicated to the City of Dover for the expansion of Right- of-Way. The area is located north of College Road and east of the Lands of the Delaware Railroad. Public Right-of-Way to be dedicated to City of Dover. Property Address: Rights-of- way in the vicinity of Tax Parcels: ED-05-067.00-02-53.00-000 and ED-05-067.00-02-56.00- 000. Council District 4. This area was annexed into the City of Dover as of the City Council Meeting of December 13, 2021. Waiver Requests: Reduction of Street Right-of-Way Width, Exceed Maximum Length of Cul-de-sac, and Partial Elimination of Sidewalks. Representatives: Mr. Greg Rishel, Pennoni & Associates; Mr. Dominic Balascio, applicant representative; Mr. Douglas Barry, Pennoni & Associates Ms. Bulkilvish stated that this Application might look familiar to some of the Commission members. These rights-of-way that we are going to discuss tonight have just come through as an application to the Annexation Area of the City. So, now they are officially in the City boundaries and we can move forward with their development. This project is kind of a Phase 1 of a two- phase project. The applicant, who owns the properties, has brought this forward to the north and the east of what is proposed as an extension of Raymond Street and Railroad Avenue. In order to access their property, they needed to develop the road and to make sure that they got everything in place in order to access for further development. The applicant is requesting a series of waivers this evening from the Subdivision Regulations. The road construction guidelines are in our Subdivision Regulations and the first waiver is the reduction of the street right-of-way width. When this area or right-of-way was plotted, it was plotted back in 1899 as a 35 foot right-of-way. The applicant is purposing to expand the right-of-way to today’s standards to put the right-of- way where they have property fronting the right-of-way. In those areas where they don’t have property to dedicate to the City, they are asking for this waiver to maintain the 35 foot right-of- way in existence. The second waiver that they are requesting is an increase in maximum length of a dead-end street. The maximum length of the cul-de-sac which is going to be Railroad Avenue. The Code has a maximum of 400 feet. She believes that this one is upwards of 700 feet; so, they are asking for a waiver for that cul-de-sac. The reason for it ending in a cul-de-sac is that the property to the north is actually owned by the State of Delaware and there are no plans for development. The Railroad Avenue is also bordered by the lands of the Delaware Central Railroad. That railroad runs directly adjacent so there is no expansion of the roadway in that direction either. They are just making it long enough so that they can have two access points onto the property which is required for what will be a residential development. The third waiver that they are asking for is the elimination of sidewalk on the frontage of a public street and that would be for Railroad Avenue. Like she said, it is bordered by the railroad tracks so there is no proposed development on that side of the street. So, they are proposing the sidewalk on the east side of Railroad Avenue where they are proposing a development and that will continue down Railroad Avenue onto Raymond Street. They would provide sidewalk on Raymond Street on both sides; one side in the right-of-way and then a portion of the other side that they are able to dedicate right-of-way to. Mr. Rishel stated that Ms. Bulkilvish did a fantastic job explaining the project as Stage 1 or Step 18 21

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. 1 or Phase 1; whatever you want to call it. We are seeking the waivers for the design of the street and the layout of the street as she mentioned with some of the site constraints that they are faced with. They don’t have a whole lot more that they can add to that great presentation that she did. Mr. Hartman stated that there was a comment from Fire Marshal questioning the turnaround at the cul-de-sac. Has that been addressed? Responding to Mr. Hartman, Mr. Rishel stated yes, it has. We did have a DAC Meeting a few weeks ago and we did receive all of these comments and we have no objections or issues with any of the comments. For that one in particular, they actually exceed the State requirement for the cul-de-sac turnaround diameter. Mrs. Maucher opened a public hearing and after seeing no one wishing to speak, closed the public hearing. Mrs. Welsh moved to approve S-22-04 Raymond Street and Railroad Avenue Street Improvements inclusive of three waivers; reduction of street right-of-way width, exceeding the maximum length of the cul-de-sac and the partial elimination of the sidewalks and also inclusive of the DAC comments, seconded by Mrs. Malone and the motion was carried 8-0 by roll call vote with Mr. Roach absent. Mrs. Welsh voting yes; it’s a definitely needed improvement to that area. Mrs. Malone voting yes; for the same reasons. Mr. Cooper voting yes; for previously stated reasons. Mrs. Denney voting yes; she thinks all of these are the usual, normal and necessary changes that have to take place or waivers that have to take place in order for projects like this to happen. This was platted long before she was born and it is much needed and will be quite an enhancement to that area. Mr. Hartman voting yes; particularly because the waivers are much needed and many of them are inappropriate and unnecessary for this site. Mr. Baldwin voting yes; this project should certainly improve the use of the properties in the neighborhood. Dr. Jones voting yes; for reasons previously stated. Mrs. Maucher voting yes; for reasons previously stated. NEW BUSINESS Update on the Dover Air Force Base Compatible Use Study Mrs. Melson-Williams stated that the Dover Air Force Base Compatible Use Study is a project that is just getting underway. There is a Technical Committee that she, from the Planning Office, is participating in as well as a Policy Committee, which she believes the Mayor is a participant. This is a Study focused on if you use the Dover Air Force Base as the center, a 5-mile area surrounding the Base to look at land activity uses both in the City and within the County and the other areas that surround the Base to ensure that they can plan for activities that ensure the longevity of the Base from a military installation standpoint and an economic driver as well. There is a project website that we included on the meeting agenda where you can see the variety of documents that are posted about the Study. This is going to be about an 18-month study. There will be some opportunities for public engagement with this project. As we find out about those, we will certainly pass that along to the Planning Commission. Long term, it may result in a series of implementation items that are recommended to make this area both work from a land use perspective and also from the military installation standpoint. At this point, they are in the data gathering phase and the City will be sharing a number of our GIS layers from our 19 22

CITY OF DOVER PLANNING COMMISSION MARCH 21, 2022 Item 1. Comprehensive Plan and our Ordinances that we currently have in place. Update on Downtown Dover Strategic Master Plan Mrs. Melson-Williams stated that the Downtown Dover Strategic Master Plan is an effort of the Downtown Dover Partnership. They have retained likewise consultant services that are working on a Master Plan focused on Downtown. They are also in the data gathering phase and there will be opportunities for stakeholder meetings and also some public interaction. Again, we have provided a website link to the project where you can see their strategy for the plan. In the case of this project, they are hoping to have a Final Master Plan put together by Fall of this year so it is a much quicker turnaround timeframe for the project. Again, focusing on Downtown and what the opportunities are from a development perspective with potential implementation items to come. Meeting adjourned at 9:18 PM. Sincerely, Kristen Mullaney Secretary 20 23

Item 2. MEMORANDUM Department of Planning & Inspections P.O. Box 475 Dover, Delaware 19903 Phone: 302.736.7196 Fax: 302.736.4217 DATE: April 8, 2022 TO: Planning Commission FROM: Planning Office SUBJECT: February Review of S-22-01 Caliber Car Wash and Updates for Consideration of Application Background On February 22, 2022, the Planning Commission reviewed and held a public hearing on Site Development Plan S-22-01 Caliber Car Wash. The Site Development Plan is for the construction of a 3,500 SF Car Wash facility, 19 vacuum stations, and associated sit improvements. The project located at 280 Cowgill Street is located on the south side of Cowgill Street and Court Street near the corner of Martin Luther King Jr. Boulevard and South DuPont Highway and is zoned C-4 (Highway Commercial Zone). The Site Plan was tabled after the public hearing was closed due to the Planning Commissioners concerns regarding the traffic in the area of the proposed Car Wash. The motion made by Planning Commission is that the application be tabled until traffic recommendations are brought forth from DelDOT (see excerpt of Meeting Minutes of February 22, 2022). Plan Status as of April 8, 2022 The applicant has been working diligently with Planning Staff, Public Works, and DelDOT to iron out all concerns regarding traffic in hopes of coming back in front of Planning Commission for Conditional Approval. Since the Planning Commission Meeting, the applicant has attended a Project Coordination Meeting with DelDOT on March 28, 2022. At this meeting DelDOT informed the applicant that the intersection of MLK Blvd at United Way/Cowgill Street was identified in DelDOT’s 2019 Hazard Elimination Program for improvements. A conceptual plan for improvements was just completed for this intersection but has not made it yet into the queue for review let alone funding which could be many years out. DelDOT said that there may be some interim improvements that could be made and that would be further discussed during their Pre-submittal Meeting scheduled for Monday, April 11, 2022. Recommendations Planning Staff is satisfied that the applicant has been asking all the right questions and working diligently with DelDOT and the Public Works department to increase the safety of the area surrounding the proposed Car Wash. A reminder to the Planning Commission that a Site Development Plan cannot be given Final Plan Approval until approval from all reviewing 24

Memo to the Planning Commission: February Review of S-22-01 Caliber Car Wash and Updates for Approval Item 2. Page 2 of 2 agencies including DelDOT have given final approval. It is the opinion of Planning Staff that the review of Application of S-22-01 Caliber Car Wash can continue and be considered for Conditional Site Plan Approval by the Planning Commission. Attachments: • Email form Ms. Gudorp dated April 1, 2022 • DAC Report dated February 9, 2022 • Cover Letter from Timmons Group dated February 9, 2022 with Annotated Aerial Map Diagram • Architectural Rendering • Site Development Plan Set • Meeting Minutes Excerpt from the Planning Commission Meeting of February 22, 2022 25

Item 2. City of Dover DATA SHEET FOR SITE DEVELOPMENT PLAN REVIEW DEVELOPMENT ADVISORY COMMITTEE MEETING OF February 9, 2022 PLANNING COMMISSION MEETING OF February 22, 2022 Plan Title: Caliber Car Wash at 280 Cowgill Street, S-22-01 Plan Type: Site Development Plan Location: South side of Cowgill Street and Court Street, near the intersection of Martin Luther King Jr Boulevard and S. DuPont Highway Address: 280 Cowgill Street, Dover Tax Parcel: ED-05-077.10-01-17.00-000 Owner: Neaton’s Tire Service of DE Developer/ MPV Properties Applicant: Size: 0.78 acres (33,976.8 SF) Zoning: C-4 (Highway Commercial Zone) Present Use: Tire Service Shop Proposed Use: Car Wash (Service Establishment) Building Area: 3,500 S.F. Off Street Parking: Required – 12 spaces Proposed – 22 spaces Sewer & Water: City of Dover Waiver Request: Elimination of Sidewalk along Street Frontages P. O. Box 475 Dover, DE 19903 26 Community Excellence Through Quality Service

Item 2. City of Dover CITY OF DOVER Planning Office DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY D.A.C. MEETING DATE: February 9, 2022 APPLICATION: Caliber Car Wash at 280 Cowgill Street FILE #: S-22-01 REVIEWING AGENCY: City of Dover Planning CONTACT PERSON: Samantha Bulkilvish, AICP PHONE #: (302) 736-7196 I. PLAN SUMMARY This application is for review of a Site Development Plan Application for construction of a 3,500 SF Car Wash facility, 19 vacuum spaces, and associated site improvements. The property is zoned C-4 (Highway Commercial Zone). The property consists of 0.78 acres (33,976.8 SF) and is located on the south side of Cowgill Street and Court Street near the corner of Martin Luther King Jr. Boulevard and S. DuPont Highway. The owner of record is Neaton’s Tire Service of Delaware, and the developer is MPV Properties. Property Address: 280 Cowgill Street. Tax Parcel Number: ED-05-077.10-01-17.00-000. II. PROJECT DESCRIPTION The subject property is currently occupied by an auto repair (tire service) shop with nine (9) bays, an office, and parking. The entire 0.78 acres located on the west side of S. DuPont Highway at the corner of Cowgill Street and Court Street is completely covered with impervious surfaces. The project proposes a new one-story 3,500 SF building to be utilized as the new Car Wash Facility after the demolition of the existing building. The site is to be accessed via two access points off of Court Street: one entrance will be a queue to access the pay stations and the Car Wash and the second entrance will be an in and out entrance to access the vacuum stations and to exit the Car Wash. A third proposed bail-out lane (exit) is to connect to Cowgill Street. Additional site features include nineteen (19) parking spaces, each with accompanying vacuum cleaning equipment. There are also three (3) parking spaces which are noted as being for employee use, and do not have any associated vehicle service equipment. Surrounding Land Uses: To the south of the subject site are properties that are similarly zoned C-4 (Highway Commercial Zone) and contain an auto parts store and other retail/service establishments. To the rear (or west) of the site are residential properties zoned RG-1 (General Residence Zone). The property to the east is open space zoned ROS (Recreational and Open Space) and acts as a landscaped gateway to the City along Martin Luther King Jr. Boulevard leading to Legislative Hall. The property to the north on the north side of Martin Luther King Jr. Boulevard is a gas station and convenience store and is also zoned C-4 (Highway Commercial). While the subject property is in the vicinity of the intersection of Martin Luther King Jr. Boulevard and S. DuPont Highway, there is no direct connection to either of these roads from the site. 27

Item 2. S-22-01 Caliber Car Wash at 280 Cowgill Street DAC Report of February 9, 2022 Page 2 III. ZONING REVIEW C-4 (Highway Commercial Zone) The C-4 Zoning District in the City of Dover permits the following: retail stores; business, professional, and government offices; restaurants; personal service establishments; service establishments; hotels and motels; places of public assembly; bus terminals; wholesale, storage, warehousing, and distribution establishments; indoor or outdoor recreation and amusement establishments; hospitals and medical centers; drive-throughs; motor vehicle, boat, or farm equipment service stations subject to conditions; manufacturing with less than 25 employees; and mini-storage facilities. Permitted conditionally subject to Conditional Use approval by the Planning Commission: apartments and multi-family dwellings; crematories subject to conditions. See City of Dover Zoning Ordinance, Article 3 Section 16 for more details on the C-4 zoning district. The use of a Car Wash Facility is considered a Service Establishment, which is a permitted use in the C-4 Zoning District. IV. PARKING SUMMARY The parking requirement for a building with the C-4 zone is one parking space per 300 SF of floor area, or one per every employee, whichever is greater. Based on floor area of 3,500 SF the facility would require twelve (12) parking spaces. The plan appears to show a total of twenty-two (22) parking spaces. This includes nineteen (19) parking spaces with vacuum service equipment, as well as an additional three (3) parking spaces for use by employees. A loading space is not required for this type of use. Bicycle Parking Bicycle parking is required at a ratio of one space for every twenty parking spaces. If the site is to be served by 22 parking spaces, two bicycle parking spaces are required. Currently, none are shown on the Plans submitted; however, the applicant has reassured us that they will provide a bicycle rack to meet this requirement. V. SITE CONSIDERATIONS Access There are three points of access proposed for this site. Two entrances off of Court Street: one single lane entrance drive to get into the queue for the Car Wash, and a two-way access to get into the area where the vacuum stations will be set up or to exit from the Car Wash. The third access point is an egress only and is the bail-out lane for the Car Wash out to Cowgill Street near its cul-de-sac terminus. The design and location of these proposed access points must be reviewed by the City Department of Public Works and DelDOT. It is unclear if all three access points are necessary or if the entrances could be combined. The overall traffic circulation pattern on the site and its interaction with adjacent streets must be evaluated. Waiver Request: Sidewalks/Pedestrian Circulation Sidewalks are required along all street frontages (Zoning Ordinance, Article 5 §18). The plan does not currently show any sidewalks along the street frontage. There is a 10 ft. wide multi-use path on the opposite side of Court Street along Martin Luther King Jr. Boulevard that wraps around to S. Dupont Highway. The applicant has included a Waiver for the elimination of sidewalk along the subject property’s street frontage’s of Court Street and Cowgill Street. Provided as an attachment to 28

Item 2. S-22-01 Caliber Car Wash at 280 Cowgill Street DAC Report of February 9, 2022 Page 3 this Waiver is an exhibit showing the proposed pedestrian linkage to the site from the multi-use path along Martin Luther King, Jr. Blvd. Lighting Article 5 §7.1 stipulates that lighting shall provide no less than 1.5 foot-candles at grade. Light shall be deflected away from adjacent residential areas and shall not be distracting to traffic on adjacent roads. A lighting plan has not yet been proposed for this property. Dumpsters There is not a specific Dumpster requirement for this type of use. A Dumpster enclosure is proposed near the northwest corner of the site, just off the two-way entrance off Court Street. The applicant has confirmed that the dumpster enclosure will be constructed of the same materials as the principal structure (white brick) and have an opaque gate. The applicants must ensure that the dumpsters are enough to meet the trash collection and recycling needs of the site and they must specify if this will be private trash collection. Planning Staff is concerned of the prominence of this feature as it is located right off the main drive aisle near the site entrance. Another concern is its proximity to overhead electric and/or utility lines. Revaluation of the dumpster’s location may be warranted. Curbing The upright curbing for the parking lots and drive aisles are subject to the requirements of Article 6 Section 3.6(b) of the Zoning Ordinance. The Applicant shows curbing along all paved areas throughout the site except for a curb depression in one area to allow water access to a storm drain. Details were not provided about the curbing in order to determine if the curb height is in compliance. VI. BUILDING ARCHITECTURE The Plan submission includes Elevation Drawings. Said drawings are black and white so exact colors are uncertain; however, some materials are noted and color descriptions given. The majority of the façade is a brick veneer painted white. The top portion of the building on all sides will have a blue EIFS (exterior insulation finishing system). The portion of the buildings above the windows will have gray horizontal metal wall panels up to the blue band. There will be a metal double door at the end of the building near the exit of the Car Wash that leads to the equipment room and a single metal door that leads to the Car Wash tunnel. The building has its main vehicle access point on the south side of the building with the vehicle exit on the north side of the building. The portion of the building facing Cowgill Street (east elevation) will have a series of large storefront windows. The opposite side of the building facing the vacuum stations will be mostly a white brick façade with one large storefront window. The entrance to the office portion of the building is shown on the architectural plans to be on the same side as the vehicle entrance (south end); however, the site plan shows this entrance on the west side of the building. Clarification on where this entrance will be is needed. VII. TREE PLANTING AND LANDSCAPE PLAN The submitted plan set includes a concept for the Landscaping Plan. Based on this development area of 0.78 acres (33,976.8 SF), twelve (12) trees are required to meet the tree density requirements. The Applicant has submitted a Landscape Plan with their overall submission (Sheet LP-1) which identifies 11 of the required 12 trees and a variety of other shrubs and 29

Item 2. S-22-01 Caliber Car Wash at 280 Cowgill Street DAC Report of February 9, 2022 Page 4 ornamental plants. They have provided three (3) different tree types including two shade trees and one ornamental tree. These plantings are largely planted around the perimeter of the Site, along the street frontages. There are three trees planted internally to the site between the queue lane for the Car Wash and the vacuum stall near the south end of the site. Opaque Barrier Requirement Staff does note that due to the adjacency of this commercial project to a Residential Zone additional landscaping is required as part of an opaque barrier. According to the Zoning Ordinance, Article 5 Section 7.2 visual and sound screening shall be provided on a non- residential use when abutting a residential use. The screening shall consist of an opaque barrier at least six feet in height, accompanied by landscaping. Currently there is a fence being shown, but it is not opaque as it is shown as a chain-link fence. There is little room shown next to the property line abutting a residential use where a hedgerow or evergreens could be planted. The applicant has reassured us that they will provide an opaque barrier in the fashion of a white vinyl fence and will adjust the width of the drive aisle for the queuing lane to accommodate the hedgerow. VIII. CITY AND STATE CODE REQUIREMENTS: The subject proposal has been reviewed for Code compliance, plan conformity, and completeness in accordance with this agency’s authority and area of expertise. The following items have been identified as elements which need to be addressed by the applicant: 1) Waiver Request: Sidewalks: Standard City of Dover sidewalk is required to be installed along all public street frontages of a property (Zoning Ordinance, Article 5 Section 18.3). The plans do not show any sidewalks along the street frontage of either Court Street or Cowgill Street on this property. There are also no pedestrian connections onto the site. A Waiver for the elimination of the street frontage sidewalks was submitted by the Applicant. In addition to the written Waiver, they have provided an exhibit showing the proposed pedestrian connection onto the site. 2) An opaque barrier is required on any commercial property adjoining a residential use (Zoning Ordinance, Article 5 Section 7.2). The opaque barrier requirement includes a barrier, like a fence, masonry wall or earthen berm in addition to a hedgerow or evergreen screen. The plans do not show any type of opaque barrier nor does the current site design leave much room for a hedgerow. The applicant has confirmed that they will be adjusting the width of the drive aisle to allow for the landscape requirement of the screening barrier and will be using a white vinyl fence for their opaque barrier. 3) All dumpster enclosures must be constructed of durable materials that will withstand the normal wear expected during trash removal. If the dumpster is within view of a public right of way the appearance of the dumpster enclosure should complement the architecture of the principal building on the lot (Zoning Ordinance, Article 5, Section 6). The applicant has confirmed that the dumpster enclosure would be constructed out of the same white brick that the principal structure would be constructed of and would have opaque gates. 4) Since there is the presence of a dumpster enclosure on the plans it is under our assumption 30

Item 2. S-22-01 Caliber Car Wash at 280 Cowgill Street DAC Report of February 9, 2022 Page 5 that the trash collection will be private. Please verify this with a note on the plans. 5) City of Dover requires curb height to be six inches in all permanent parking areas. Please clarify the height of the curbing shown on the plans. (Zoning Ordinance, Article 6, Section 3). 6) The tree density required is 1 tree per 3,000 SF of development area or fraction thereof (Zoning Ordinance, Article 5 Section 16.62). The development area of the plan is the equivalent of the total area of the site which is 33,976.8 SF. 33,976.8/3,000 = 11.3256. This means that 12 trees are required on the site. The plans currently show 11 trees so one additional tree will need to be added. 7) Site Plan, Sheet C1.0 and subsequent pages: a. Please include the zoning of the neighboring properties. 8) Site Plan, Sheet C2.0: a. Setbacks: Front – 20’ (Court Street & Cowgill Street), Side – 15’ (adjacent to AutoZone), Rear – 10’/30’ (When adjoins a residential zone). b. Clarify the fence material and fence height. Maximum fence height is 8 feet; however, the fence cannot exceed 4 feet in the front yard setback. c. Layout Notes #2 – check the font as it has been printed as something unintelligible. 9) Site Plan, Sheet LP-1: a. The label on the Raspberry Profusion Abelia is incorrect to the left of the dumpster. b. Include a note that no tree planting shall be closer than 10 feet from any utility lines. 10) Signs are subject to a separate Sign Permit Review and approval process in the City of Dover. 11) Any Erosion & Sediment Control Plans and Stormwater Management Plans granted approval by the Kent Conservation District must reflect the Site Plan layout and design conditionally approved by the Planning Commission and be in compliance with the Zoning Ordinance and technical review requirements of other agencies. 12) The Final Plan set must include notes documenting any action taken by the Planning Commission on the requested waivers and must list any additional conditions of approval. IX. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES: In accordance with the Zoning Ordinance, Article 10 §2.2, the Planning Commission in considering and acting upon Site Development Plans may prescribe appropriate conditions and safeguards so that the public health, safety, and welfare, the comfort and convenience of the public in general, and the residents of the immediate neighborhood in particular shall be taken into consideration. These safeguards may to the maximum extent possible further the expressed 31

Item 2. S-22-01 Caliber Car Wash at 280 Cowgill Street DAC Report of February 9, 2022 Page 6 intent of the Zoning Ordinance and the accomplishment of several objectives in particular listed in subsections 2.21 to 2.28. 1) Dumpster: There is concern that the Dumpster Enclosure features too prominently on site, being right at the main entrance to the site. The Applicant should relocate the Dumpster further from the right-of-way of Court Street, while also ensuring maneuverability for trash collection if possible. 2) Site Access: Staff have concerns with the location of the queue lane entrance and its proximity to the second entrance into the site, and the intersection at Court Street and Martin Luther King, Jr. Blvd. There seems to be a lot of potential traffic movements going on in this area and not a lot of room for a driver to decide where they need to go. Planning Staff encourages the applicant to reassess the plausibility of the elimination of one of the entrances on Court Street. The access/egress points from the property to the public street network are subject to review and approval by the agency of jurisdiction the City of Dover Department of Public Works and DelDOT. A redesign of the entrances may allow for the relocation of the dumpster to allow for a single entrance that splits off into the queue lane to eliminate the need for the customer to decide where to go while in the public right of way and to increase the safety of customers and people traveling along Court Street and Cowgill Street. 3) Sidewalks: A pedestrian connection is proposed from the multi-use path along Martin Luther King, Jr. Blvd. Where sidewalks cross vehicle access points a piano key type crosswalk should be provided. 4) Opaque Barrier: A redesign of the northwest corner of the site (the entrances to the site) would allow for greater space to implement the required screening along the property abutting a residential use. This screening would have to include at minimum a hedgerow with 6’ evergreens interspersed or an evergreen hedgerow that will reach at least 6’ in height at maturity. X. ADVISORY COMMENTS TO THE APPLICANT: 1) DelDOT has requested the applicant apply for a Pre-Submittal Meeting and submit trip generation data to determine if additional measures are required. It has been determined that both Court and Cowgill Street are maintained by the City of Dover Department of Public Works and therefore they will review the development plans and location of entrances/exits from the site. 2) In the event that major changes and revisions to the Site Plan occur in the finalization of the Plan, contact the Planning Office. Examples include reorientation of the building, relocation of site components like stormwater management areas, and increases in floor area count. These changes may require resubmittal for review by the Development Advisory Committee, Planning Commission, or other agencies and commissions making recommendations regarding the plan. 32

Item 2. S-22-01 Caliber Car Wash at 280 Cowgill Street DAC Report of February 9, 2022 Page 7 3) If there are changes to the architecture, building footprint, layout or square footage of the building contact the Planning Office. These changes may require review by the Planning Commission. 4) Other agencies and departments which participate in the Development Advisory Committee may provide additional comments related to their areas of expertise and code requirements. 5) Chesapeake Utilities Corporation currently serves the building at 280 Cowgill Street. Please send the natural gas equipment btu load to ensure the current service line can handle the gas load. This information can be sent to Brennan McKone at bmckone@chpk.com or you can call him at 302-382-8346. 6) Following Planning Commission approval of the Site Development Plan, the Plan must be revised to meet all conditions of approval from the Development Advisory Committee or as otherwise noted. This process involves submission of Check Prints in order to achieve Final Plan approval. 7) For building new construction, the requirements of the building code and the fire code must be complied with. Consult with the Chief Building Inspector and City of Dover Fire Marshal for these requirements. The resolution of these items may impact the site design including such items as building dimensions and height, building openings, and fire protection needs, etc. 8) The applicant/developer shall be aware that prior to any ground disturbing activities on the site the appropriate Site Plan approvals, Pre-Construction meetings, site inspections and permits are required. 9) Construction may have an effect on the adjacent property owners and visitors. Any work requiring the closing or rerouting of residents or visitors should be coordinated as to offer the least amount of inconvenience. 10) The applicant shall be aware that Plan approval does not represent a Sign Permit, nor does it convey permission to place any sign on the premises. Any proposed site or building identification sign may require a Sign Permit from the City of Dover prior to placement of any such sign in accordance with Zoning Ordinance Article 5 §4. 11) The applicant shall be aware that Plan approval does not represent a Building Permit and associated construction activity permits. A separate application process is required for issuance of a Building Permit from the City of Dover. 12) All businesses operating in the City of Dover are required to obtain a City of Dover Business Licenses from the Licensing and Permitting Division. If you have any questions or need to discuss any of the above comments, please call the above contact person and the Planning Department as soon as possible. 33

Item 2. CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: FEBRUARY 2, 2022 APPLICATION: Caliber Car Wash at 280 Cowgill Street FILE #: S-22-01 REVIEWING AGENCY: City of Dover Department of Public Works and Water & Wastewater CONTACT PERSON: Jason A. Lyon, P.E., Director of Water & Wastewater CONTACT PHONE #: 302-736-7025 CONTACT PHONE #: jlyon@dover.de.us T HE S UBJECT P ROPOSAL HAS BEEN R EVIEWED FOR C ODE C OMPLIANCE , P LAN C ONFORMITY AND C OMPLETENESS IN A CCORDANCE WITH THIS A GENCY ’ S A UTHORITY AND A REA OF E XPERTISE . T HE F OLLOWING I TEMS HAVE BEEN I DENTIFIED AS E LEMENTS W HICH N EED TO BE A DDRESSED BY THE A PPLICANT : CITY AND STATE CODE REQUIREMENTS SANITATION 1. Every commercial customer shall provide such premises with a sufficient number of solid waste containers to provide adequate capacity for the solid waste placed out for collection without overloading the capacity of the containers. The City of Dover shall provide commercial customers with a maximum of two (2), 90-gallon trash containers and two (2), 90-gallong recycling containers. 2. Trash collection site shall be oriented for side-loading pick-up if customer is utilizing City of Dover sanitation services. 3. Any commercial customer requiring more containers, or larger containers, than provided above, must utilize private service. STORMWATER 1. Final site plan approval will not be granted until a copy of the approved Stormwater/Erosion and Sediment Control Plan from Kent Conservation District is submitted to our office. 2. The size, length, slope, type and flow directions must be shown on all existing and proposed storm sewer lines. Rim and invert elevations must be labeled on all stormwater structures. STREETS 1. Final site plan approval will not be granted until a copy of the approved entrance plan, signed by DelDOT is submitted to our office. This will apply on the Court Street entrance only. 2. The current City of Dover standard street section provides for a 3’ grass strip between the curb and sidewalk. This standard was administratively revised to meet ADA and FHA compliance with cross slope requirements and to prevent cars from scrapping at driveways. The revised standard utilizes a five feet (5’) wide public sidewalk with a five feet (5’) wide grass strip behind the curb. WATER 1. All water utility components must meet the requirements of the Water Wastewater Handbook, effective date March 22, 2010. Please contact our office for more information. 34

Item 2. Caliber Car Wash at 280 Cowgill Street File #: S-22-01 February 2, 2022 Page 2 of 4 2. The following notes must be added to the plans: a. Hydrant connections by the contractor are prohibited. This method may not be utilized during any phase of the project. b. Any existing water lines not to be utilized by the proposed facility must be properly abandoned at the mains in accordance with the City of Dover Department of Water & Wastewater specifications and requirements. c. The site contractor shall contact the City of Dover Department of Water & Wastewater Construction Manager at (302) 736- 7025 prior to the start of construction. A representative from the City of Dover Department of Water & Wastewater must observe and approve all City owned water and sanitary sewer interconnections and testing. All water taps must be performed by a City of Dover approved contractor. The proposed location for the water connection may need to be adjusted in the field due to conditions of the existing main. Possible conditions that would require tapping relocation include proximity to pipe joints, other taps, concrete encasements, conflict with other utilities, and the like. Test holes must be performed by the contractor to determine the best tapping location. The City of Dover will not be held responsible for field conditions requiring adjustment of the tapping location or for any work required by the contractor to make an appropriate and lawful connection. 3. The size, type, and location of all proposed and existing water lines and valves must be shown on the plan. 4. Water usage projections (peak demand or plumbing fixtures) must be submitted to our office to correctly determine the size of the domestic and irrigation (if applicable) water meter for the proposed building. These projections must be submitted prior to approval so the meter size can be placed on the final site plan. The proposed water meter must be installed in a pit per City of Dover requirements and manufacturer’s recommendations. Also, a dual check valve is required downstream of the meter. 5. The domestic service, fire main connection and valves must be clearly shown for each building. A valve must be installed at the tee to isolate combined fire and domestic water service to the building from the water loop. Typically, this valve is installed at the tee or an acceptable distance from the building. A valve must be provided on the domestic water service, which must be tapped off of the combined eight-inch (8”) fire/domestic service outside of the building. The domestic water tap and valve should be as close to the building as possible. Typically, the domestic tap and valve are located within five feet (5’) to ten feet (10’) of the building. A blow up detail of this layout is recommended. 6. Provide a construction detail for the proposed restraining system for the fire main located within the buildings. The Department of Public Works will test and inspect all fire mains to a blind flange located inside the buildings. The blind flange with tap is used for hydrostatic pressure testing (200 psi for two (2) hours) and dechlorination. The flange must be restrained in the direction of the pipe entering the facility. A pipe entering horizontally through a wall sleeve shall be restrained with rods through the wall. A pipe entering vertically through a slab shall be restrained through the floor to the ninety degree (90 ) bend and thrust block. All rods shall be a minimum of ¾” all thread. All pipes through walls and slabs must be Class 52 cement lined ductile iron pipe. Confirm particulars to meet this requirement with mechanical designer. 7. Please call out that the connection to the water main shall be accomplished with a Powerseal 3490AS tapping sleeve and valve. WASTEWATER 1. All wastewater utility components must meet the requirements of the Water Wastewater Handbook, effective date March 22, 2010. Please contact our office for more information. 2. The following notes must be added to the plans: a. Any existing sanitary sewer lines not to be utilized by the proposed facility must be properly abandoned at the mains in accordance with the City of Dover Department of Water & Wastewater specifications and requirements. b. Part II, Chapter 180, Article III, Section 180-10 of the Code of Kent County requires that “no person shall discharge or cause to be discharged any stormwater, surface water, uncontaminated groundwater, roof runoff, subsurface drainage, uncontaminated noncontact cooling water or unpolluted industrial process waters to any sanitary sewer”, this shall include condensate. Sec. 110-231 of the City of Dover Code defines storm sewer as “…any system used for conveying rain water, surface water, condensate, cooling water or similar liquid wastes, exclusive of sewage.” The contractor, developer, owner and designers shall ensure during construction that no illegal discharges to the sanitary sewer system are created with the site improvements. 3. The size, length, slope, type and flow directions must be shown on all existing and proposed sanitary sewer lines. Rim and invert elevations must be labeled on all sanitary structures. 35

Item 2. Caliber Car Wash at 280 Cowgill Street File #: S-22-01 February 2, 2022 Page 3 of 4 4. Cleanouts must be installed on sanitary sewer laterals within five feet (5’) of the building, one foot (1’) outside of the right-of- way and at all bends. Any cleanout located within a traffic bearing location shall be installed with a heavy duty cast iron frame and cover to prevent damage to the cleanout and lateral. 5. Sizing (flow) calculations must be submitted for all sanitary sewer laterals (other than for single-family dwellings) showing that velocity and all other requirements are met. 6. The minimum size of all sanitary sewer laterals shall be six-inch (6”). 7. If kitchen facilities are proposed a minimum 1,000 gallon, two chamber grease trap, meeting all Kent County ordinance requirements, must be provided. A construction detail for the proposed grease trap, as well as the proposed location, must be provided on the plan. 8. Sanitary sewer laterals shall be connected directly to the main, not manholes, unless impracticable, as determined by the Department of Water & Wastewater. 9. As the City of Dover is a contract user of the Kent County Regional Resource Recovery Facility, an approval of the effluent makeup will be required from Kent County prior to final approval. GENERAL 1. All existing utilities shall be adjusted to final grade in accordance with current City of Dover requirements and practices. This must be included as a note on the plan. 2. No trees may be planted within ten feet (10’) of utility infrastructure. 3. No structure may be installed within ten feet (10’) of utility infrastructure, please depict all underground utilities and structures on the utility plan sheet to confirm compliance. 4. The final site plan must be submitted in the following compatible digital formats: a. AutoCAD 2018 (.dwg format). b. Adobe Reader (.pdf format). RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES STREETS 1. Please consolidate the two (2) entrances into one (1) on Court Street. 2. Please provide a signing plan for this project, specifically as it relates to the public streets. SANITATION / STORMWATER / WATER / WASTEWATER / GENERAL 1. None. ADVISORY COMMENTS TO THE APPLICANT WATER 1. The City of Dover water system is available to this site. The developer is responsible for all costs associated with extending and providing service to the proposed development. 2. Prior to plan approval, the water system plans must be submitted to the Division of Public Health, Office of Drinking Water for review and approval. The owner/developer will be responsible for providing all completed forms and plan sets to the City of Dover as required for submission to the Office of Drinking Water. Plans will not be submitted to the Office of Drinking Water until review has been completed by our office. 3. Hydrant flow testing is currently only performed during the spring and fall. The applicant must call the Department of Water & Wastewater directly to schedule these tests. This applies to both existing hydrants as well as those proposed for the site. 36

Item 2. Caliber Car Wash at 280 Cowgill Street File #: S-22-01 February 2, 2022 Page 4 of 4 4. Water impact fees may be required to be paid prior to Certificate of Occupancy for this project. WASTEWATER 1. The City of Dover sanitary sewer system is available to this site. The developer is responsible for all costs associated with extending and providing service and capacity to the proposed development. 2. Prior to plan approval, it may be required to submit the sanitary sewer system plans to the DNREC, Division of Water Resources, Surface Water Discharges Section for review and approval. The owner/developer is responsible for providing all application fees, completed forms and plan sets directly to DNREC. 3. Wastewater impact fees may be required to be paid prior to Certificate of Occupancy for this project. 4. If rainwater is to be utilized for the car wash operations, a discussion must be held to determine the proper way to bill for the effluent flow that enters the wastewater system. GENERAL 1. The applicant is advised that depending upon the size of the existing water service and sanitary sewer lateral to be abandoned, flowable fill may be required. 2. Construction plans will not be reviewed by our office unless all previous comments have been clearly addressed within the plan set and accordingly identified within an itemized response letter and with the Water/Wastewater Initial Plan Submission Checklist, which can be obtained from the following website: https://imageserv9.team- logic.com/mediaLibrary/198/WaterWastewaterHandbookFinal_1.pdf, page 88. SANITATION / STORMWATER / STREETS 1. The applicant is advised that depending upon the size of the existing water service and sanitary sewer lateral to be abandoned, flowable fill may be required. I F Y OU H AVE A NY Q UESTIONS OR N EED TO D ISCUSS ANY OF THE A BOVE C OMMENTS , P LEASE C ALL THE A BOVE C ONTACT P ERSON AND THE P LANNING D EPARTMENT AS S OON AS P OSSIBLE . 37

C F S-22-01 Item 2. I I T R CITY OF DOVER Y E DEVELOPMENT ADVISORY COMMITTEE O M F A APPLICATION REVIEW COMMENTARY R D.A.C. MEETING DATE: 02/02/22 D S O H V A E L R APPLICATION: Caliber Car Wash at 280 Cowgill St FILE #: S-22-01 REVIEWING AGENCY: City of Dover, Office of the Fire Marshal CONTACT PERSON: Jason Osika, Fire Marshal PHONE #: (302) 736-4457 THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY, AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY’S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESS BY THE APPLICANT: CITY AND STATE CODE REQUIREMENTS: 1. Proposed occupancy classification is business. 2. Building Access shall be no further than 50 feet from a primary entrance Where buildings are provided with an automatic sprinkler system installed in accordance with NFPA 13, access shall be no further than 100 feet from the primary entrance. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3.4) 3. Parking shall be prohibited in front of the primary entrance for a width of not less than 1.5 times the width of the door(s) or for 10 feet, whichever is greater. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 6.3.2) 4. Perimeter access shall be 30% (15% if sprinklered) and clearly shown on the plans. Perimeter Access minimum width shall be 15 feet measured from the face of the building at grade with a maximum slope of ten percent (10%). Plantings and utility services (includes condenser units, transformers, etc.) shall be permitted within the perimeter access, and shall not interfere with emergency services fire ground operations. If a physical barrier (fence, pond, steep slope, etc) prevents access, that portion of the building perimeter shall not be included in the calculation of Percent of Perimeter Access. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3.5) 5. Speed Reduction Devices must be approved, please see City of Dover Ordinance Chapter 98-10 in reference to this process. 38

Item 2. 6. All fire hydrants shall be marked as prescribed within the appropriate section of this regulation and as illustrated by the appropriate figures of this regulation. All fire hydrants shall have minimum of four-inch (4") solid yellow demarcation lines to define specific areas, where fire hydrants are located along a curb line with permitted parking, the area between the fire hydrant and the street or fire lane shall be stenciled with four inch (4") demarcation lines and the words "NO PARKING", demarcation lines shall be measured from the center line of the fire hydrant and extend for a distance 15 feet on both sides. Where fire hydrants are located in parking lots or other areas susceptible to blockage by parked vehicles they shall be treated as follows: fire hydrants shall be protected in all directions for a distance of seven feet (7') with barriers or curbing, Minimum four-inch (4") diameter steel bollards filled with concrete and marked yellow shall be installed at the outermost corners of the fire hydrant demarcation area. The minimum height of the bollard shall be 36 inches above the finished grade of the adjacent surface, and the steamer connection of all fire hydrants shall be positioned so as to be facing the edge of the street, or traffic lane. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 6, 2) The owner is responsible if the hydrant is private. 7. Hydrant barrels shall be provided with reflective material, such as paint, durable for highway/roadway markings or a reflective tape of a minimum of 2” in width around the barrel under the top flange, hydrant bonnets shall be color coded based on the following criteria: class AA 1500 GPM - painted light blue, class A 1,000 GPM -1499 GPM - painted green, class B 500 - 999 GPM - painted orange, class C 250 - 499 GPM - painted red, class D under 250 GPM - painted black. (2021 Delaware State Fire Prevention Regulations 703, Chapter 3. 4) The owner is responsible if the hydrant is private. 8. The installation of natural gas and LP gas meters, regulators, valves, and LP gas bottles shall be protected from impact damage by impact protection. Natural gas and LP gas meters, regulators, and valves located inside structures shall have impact protection, except when located in separate protected utility rooms. Dimensions of bollards. Bollards shall be a minimum of six-inch diameter filled with concrete. The bollard shall be set into the ground at a depth of at least 36 inches (three ft.) embedded in concrete at a minimum of 18 inches surrounding the bollard. The bollards must be a least 48 inches (four ft.) in height above the finish grade elevation. Any deviation of the stated requirements must be approved by the fire marshal and/or chief building inspector. The above dimensions shall serve as the requirement for installation; however, the fire marshal and/or chief building inspector shall have the authority to require more stringent dimensions to fit the needs of devices warranting impact protection. Color of bollards. Bollards should be of the following colors; yellow, amber or orange. All colors shall be of fluorescent or have a reflective coating. Any deviation of the stated requirements must be approved by the fire marshal and/chief building inspector. (City of Dover Code of Ordinances, 46-4) 9. Every house, building or structure used or intended for use as living quarters or as a place for conducting business, and having any wall facing or abutting any public or private street or alley, shall have displayed on that wall, in legible, easily read characters which are of contrasting color 39

Item 2. to the background, the proper street number for such house, building, or structure in accordance with the following: One-family and two-family residential structures, height, the number shall measure a minimum of four inches in height, location, the number shall be placed on the house above or to the left or right of the front entrance, color, the number shall be contrasting to the background color, Arabic numerals, all numbers shall be Arabic numerals. Multiple-family dwellings, measurements, the number shall measure a minimum of six inches when identifying individual apartments with exterior doors, and 12 inches when identifying buildings with apartment complexes where there are two or more buildings not assigned street addresses. Individual buildings with street addresses shall have numbers measuring six inches, location, numbers shall be placed either in the center of the building or on the street end of the building so as to be visible from either the public or private street or from the parking lot, color, numbers shall be contrasting to the background color, Arabic numerals, all numbers used shall be Arabic numerals. Commercial, industrial and office buildings, height, the numbers shall measure a minimum of 12 inches in height, location generally, numbers shall be placed either in the center of the building or on the street end of the building so as to be visible from either the public or private street or from the parking lot, property line or driveway, should the building be located far enough from a public or private road so that the numbers are not clearly visible from the street, then the street address shall also be posted on the property at or near the property line or driveway to said building, color; each building, numbers shall be contrasting to the background color and shall be placed on each building in the complex, Arabic numerals, all numbers used shall be Arabic numerals, Shopping centers. Shopping centers consisting of two or more stores shall have a tenant or suite number affixed to the front of the tenant space and on the outside of the rear door which corresponds with that tenant space. Numbers shall measure six inches in height. (City of Dover Code of Ordinances, 98-344) 10. All required means of egress shall have an exit discharge consisting of a non-slip surface and leading to and terminating at a public way. NFPA 101 11. Project to be completed per approved Site Plan. 12. Full building and fire plan review is required. 13. Separate building permits/plans submission will be required for each building and/or tenant fit out. If the permit submission is for a “shell” a Certificate of Occupancy will not be issued. Separate plans and permits submissions will be required for each “tenant fit out” at which time a Certificate of Occupancy will be issued upon compliance/completion of each “tenant fit out”. Each “shell” will require a fire permit for sprinkler and fire alarm if applicable. Those systems (for the “shell”) must be accepted into service prior to any “tenant fit out” fire permits being issued. 40

Item 2. 14. Construction or renovations cannot be started until building plans are approved. 15. Fire alarm systems, fire suppression systems, hoods, exhaust ducts, and hood suppression systems require a fire permit from the Fire Marshal’s Office. This work cannot be started until the permit is approved. 16. Building cannot be occupied by the public until a Certificate of Occupancy is obtained. ADDITIONAL / SPECIFIC REQUIREMENTS TO OBTAIN APPROVAL: 1. Primary entrance needs to be identified (additional comments may apply) 2. Perimeter access as outlined in item #4 listed above needs to be shown. 3. Ned to confirm that the stormwater management system properly holds the weight of fire apparatus 4. Existing fire hydrant to remain in place APPLICABLE CODES LISTED BELOW (NOT LIMITED TO): 2021 NFPA 1 Fire Code (NFPA; National Fire Protection Association) 2021 NFPA 101 Life Safety Code (NFPA; National Fire Protection Association) 2019 NFPA 72 National Fire Alarm and Signaling Code (NFPA; National Fire Protection Association) 2019 NFPA 13 Installation of Sprinkler Systems (NFPA; National Fire Protection Association) 2009 IBC (International Building Code) Latest editions of all other NFPA Codes as defined by the Delaware State Fire Prevention Regulations 2021 Delaware State Fire Prevention Regulations City of Dover Code of Ordinances *If you have any questions or need to discuss any of the above comments, please call the above contact person listed. 41

Item 2. CITY OF DOVER ELECTRIC DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: FEB 2, 2022 APPLICATION: Caliber Car Wash at 280 Cowgill Street FILE #: S-22--01 REVIEWING AGENCY: City of Dover Electric Department CONTACT PERSON: Paul Waddell, Electric Director Shawn Burgett, Engineering Services & System Operations Superintendent CONTACT PHONE #: 302-736-7072 CONTACT EMAIL #: pwaddell@dover.de.us T HE S UBJECT P ROPOSAL HAS BEEN R EVIEWED FOR C ODE C OMPLIANCE , P LAN C ONFORMITY AND C OMPLETENESS IN A CCORDANCE WITH THIS A GENCY ’ S A UTHORITY AND A REA OF E XPERTISE . T HE F OLLOWING I TEMS HAVE BEEN I DENTIFIED AS E LEMENTS W HICH N EED TO BE A DDRESSED BY THE A PPLICANT : CITY AND STATE CODE REQUIREMENTS ELECTRIC 1. The roadway and curbing must be in. 2. The right-of-way must be within 6" of final grade. 3. The property corners must be staked. 4. Owner is responsible for locating all existing underground electric, communications and water facilities. 5. Owner is responsible for installing all conduits and equipment pads per the City of Dover Engineering Department specifications. 6. Owner is responsible for site and/or street lighting. 7. Meter locations will be determined by City of Dover Engineering Department. 8. Load sheets and AutoCAD compatible DXF or DWG diskettes of site plans, including driveways, are required prior to receiving approved electrical construction drawings. 9. Any relocation of existing electrical equipment will be engineered by the City of Dover Electric Department. Developer may be required to perform a quantity of the relocation. Any work performed by the City of Dover will be at the owner’s expense. 10. Prior to construction, owner is responsible for granting an easement to the City of Dover Electric Department. Easement forms will be furnished and prepared by the City of Dover Electric Engineering Department. 11. Fees will be assessed upon final site plans. The owner will be responsible for fees assessed prior to construction. Owner is required to sign off plans prepared by the Electric Department. 42

Item 2. Caliber Car Wash at 280 Cowgill Street File #: S-22-01 Feb 2, 2022 Page 2 of 2 12. Must maintain 10' clearance around all electrical equipment, unless pre-approved by the City of Dover Electric Engineering Department. 13. Prior to the completion of any/all designs and estimates, the owner is responsible for providing the Electric Engineering Department with a physical address of the property. 14. All Engineering and design for Dover Electric will be engineered upon final approved plans. All Engineering work will be furnished by the City’s Electric Engineering Department. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES ELECTRIC 1. Owner must give the City of Dover Electric Department three (3) months’ notice prior to construction. Owner is responsible for following the requirements outlined in the City of Dover’s Electric Service Handbook. The handbook is now available on the website at the following link: https://evogov.s3.amazonaws.com/media/27/media/13108.pdf. 2. Proposed dumpster location may be too close to existing overhead lines and create clearance and safety concerns. ADVISORY COMMENTS TO THE APPLICANT ELECTRIC 1. Provide load sheets if the new load requirements will change as soon as possible to verify proper sizing of transformers and creation of primary fee estimates. Current load sheets can be found at the following link: https://www.cityofdover.com/media/Electric%20Department/COD%20Electric%20Load%20Sheet.pdf. I F Y OU H AVE A NY Q UESTIONS OR N EED TO D ISCUSS ANY OF THE A BOVE C OMMENTS , P LEASE C ALL THE A BOVE C ONTACT P ERSON AND THE P LANNING D EPARTMENT AS S OON AS P OSSIBLE . 43

Item 2. CITY OF DOVER D E DEVELOPMENT ADVISORY COMMITTEE L APPLICATION REVIEW COMMENTARY D O T =============================================================== APPLICATION: Caliber Car Wash at 280 Cowgill Street FILE#: S-22-01 REVIEWING AGENCY: DelDOT CONTACT PERSON: Ryan Schroder PHONE#: 302-760-2674 =============================================================== THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY'S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESSED BY THE APPLICANT: CITY & STATE CODE REQUIREMENTS: No person, firm, corporation or the like shall construct, open, reconstruct, maintain, modify or use any crossing or entrance onto a state-maintained highway, street or road, including any drainage modifications leading into or carried by the highway drainage system, without first having complied with standards and regulations adopted by the Department and having obtained a permit issued by the Department. Please contact the Delaware Department of Transportation - Development Coordination section to begin permit process. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES: ADVISORY COMMENTS TO THE APPLICANT: 1. The developer should schedule a pre-submittal meeting to discuss the development with DelDOT. 2. It is expected that DelDOT Development Coordination will need to review and approve the development through the Record Plan and Entrance Plan reviews. 44

KENT CONSERVATION DISTRICT Item 2. 1679 SOUTH DUPONT HIGHWAY • DOVER, DELAWARE 19901• (302) 608-5370 • WWW.KENTCD.ORG CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY February 2022 APPLICATION: Caliber Car Wash at 280 Cowgill Street FILE #: S-22-01 REVIEWING AGENCY: Kent Conservation District CONTACT PERSON: Kate Owens PHONE: (302) 608 – 5370 EMAIL: stormwater@kentcd.org THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY’S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESSED BY THE APPLICANT: Source: 2019 Delaware Sediment and Stormwater Regulations CITY AND STATE CODE REQUIREMENTS: 1. As the disturbance for this site will exceed 5,000 square feet, a sediment and stormwater management plan must be reviewed and approved by our office prior to any land disturbing activity (i.e. clearing, grubbing, filling, grading, etc.) taking place. A standard plan can be submitted if the limit of disturbance is less than or equal to 1 acre and the curve number for the parcel does not increase by one. ADVISORY COMMENTS TO THE APPLICANT: 1. A pre-application meeting is required upon plan approval and can be scheduled by contacting the District’s office. 2. A letter of no objection to recordation will be provided upon approval of a Sediment and Stormwater Management Plan. 45

Item 2. 1054 31st NW P 202.919.2245 Suite 115 Washington, DC 20007 www.timmons.com February 9, 2022 Attn: Samantha Bulkilvish, AICP City of Dover Planning & Inspections 15 Loockerman Plaza Dover, DE 19904 RE: Caliber Car Wash at 280 Cowgill Street, Dover Sidewalk Frontage Waiver Request Samantha, Our project team working on the development entitled “Caliber Car Wash” at 280 Cowgill Street, Dover is formally requesting a sidewalk frontage waiver per Article 5 Sec. 18. Please see attached exhibit that shows the preferred pedestrian connection to the existing sidewalk along Martin Luther King Jr Blvd and circulation to pedestrian path along S Dupont Hwy. The specific reasons for this request are the following listed below: 1. There is existing sidewalk along Martin Luther King Jr Blvd & S Dupont Hwy 2. There is no existing sidewalk to connect to along Court Street 3. Sidewalk along property frontage would limit landscaping opportunities We sincerely appreciate your time and look forward to working with you on this exciting project. Respectfully, Chris Lazenby, PE CIVIL ENGINEERING | ENVIRONMENTAL | SURVEYING | GIS | LANDSCAPE ARCHITECTURE | CONSTRUCTION SERVICES 46

Item 2. SITE SUMMARY ADDRESS: 280 COWGILL STREET PARCELID: ED05-077.10-01-17.00 ZONING: C-4 HIGHWAY COMMERCIAL BL VD ACREAGE: 0.79 AC JR NG KI PARKING LU TH REQUIRED: 1 SPACE / 300 SF ER 3,500 SF / 300 SF = 12 SPACES N MAR TI PROVIDED: 22 SPACES COWGILL ST EXISTING SIDEWALK ON MARTIN LUTHER BAIL OUT LANE TIE INTO EX. CURB KING JR BLVD R20' R5' R15.65' R10' PROP. 6" 20' FRONT YARD BUILDING SETBACK 20.4' CURB 20.6' 61.5' R10' 97.5' 30' REAR YARD CAR WASH 15' X BUILDING SETBACK R19.5' (DR2-N PROTOTYPE) +/- 3,500 SF 36.8' R10' PROP. 6" R10' PROP. ADA LIMITS OF DISTURBANCE (TYP) CURB STD. RAMP = 0.88 ACRES 15' R10' MONUMENT 15' 5.1' SIGN X PROP. PAY PROP. 6" STATIONS PROPOSED CURB 9 20' R10' SIDEWALK R10' 3' R10' PROP. CONNECTION TO VACUUM R5' 10'x20' PROP. 12.5' R2.5' VACUUM PAD VACUUM (TYP) 5' PROW EQUIPMENT PRODUCER 25' 20' FRONT YARD 4'x4' MAT (TYP.) 22 25' 4'x4' MAT CLEANING PAD 9' 9' X PROP. LIMITS OF BUILDING SETBACK R10' CLEANING PAD 12.5' SAWCUT (TYP) 10' (TYP) R10' 12.5' R4' R4' R5' X X X X R2' R15' X X X X X X X R5' 3 X X X X X X 24' X X R9' X X X X X X X X X 10 X X X X X X X 20' 20' 20' X X X X X 9' X X X X X X X X X X X 5' X X X X X X X X X X X X X X X 11' X X R20' X X X X R4' X X 15' 4' R10' 30' REAR YARD BUILDING SETBACK PROP. 6" R10' SCREENING CURB R35' 15' R20' TIE INTO EX. CURB FENCE X X X X X X 3.7' X X X PROP. DUMPSTER 5' WIDE CURB WITH SCREENING OPENING CALIBER CARWASH - DOVER, DE SCALE 1"=20' 0 20' 40' AERIAL EXHIBIT - February 8, 2022 47

Item 2. 48

Item 2. 49

Item 2. CALIBER CAR WASH 1-7-2022 THIS DRAWING PREPARED AT THE SITE PLAN GENERAL NOTES ADVISORY NOTES 1. OWNER: NEATON'S TIRE SERVICE OF DELAWARE 1. CONTRACTOR TO CONTACT MISS UTILITY AT (800) 482-7171 AT LEAST 3 WORKING DC METRO OFFICE 34 AUSTIN DRIVE DAYS PRIOR TO CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES. REVISION DESCRIPTION EDGEWATER, MD 21037 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND 2. DEVELOPER: MPV PROPERTIES LATEST DOCUMENTS PROVIDED BY CONSULTANTS REFERENCED ON THIS SHEET PRIOR 2400 SOUTH BOULEVARD, SUITE 300 TO ANY CONSTRUCTION OR STAGING ACTIVITY. CHARLOTTE, NC 28203 CONTACT: ERIC DOWELL YOUR VISION ACHIEVED THROUGH OURS.1054 31st St Ste 115 NW WASHINGTON DC 20007 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL LOCAL AND FEDERAL PHONE: (336) 210-2273 CONSTRUCTION STANDARDS, CODES, AND MATERIAL SPECIFICATIONS. CONTRACTOR IS EMAIL: EDOWELL@MPVRE.COM ALSO RESPONSIBLE TO ADHERE TO SPECIFICATIONS AS NOTED WITHIN THESE PLANS. 3. ENGINEER: TIMMONS GROUP 4. ANY AND ALL MATERIALS OR DEBRIS TRACKED ONTO A PUBLIC OR PRIVATE ROAD 1054 31ST ST NW, SUITE 115 SURFACE WILL BE REMOVED AT THE END OF EACH DAY. SEDIMENT WILL BE REMOVED WASHINGTON DC, 20007 FROM THE ROADS BY SHOVELING OR SWEEPING AND WILL BE TRANSPORTED TO A CONTACT: CHRIS LAZENBY, P.E. SEDIMENT CONTROLLED DISPOSAL AREA. PHONE: (202) 919-2246 EMAIL: CHRIS.LAZENBY@TIMMONS.COM 5. THE CONTRACTOR SHALL FIELD-VERIFY THE LOCATION, DEPTH, AND SIZE OF EXISTING UNDERGROUND UTILITIES. THE LOCATIONS SHOWN ARE APPROXIMATE AND 4. ARCHITECT: CONN + ARCHITECTS NAD83 NOT GUARANTEED BY TIMMONS GROUP. THE CONTRACTOR SHALL ALERT THE CIVIL NAD83 1960-C BUFORD BLVD ENGINEER OF ANY DISCREPANCIES. TALLAHASSEE, FL 32308 CONTACT : SHANE MONIZ, AIA 6. THE CONTRACTOR MUST NOTIFY PUBLIC UTILITIES CONSTRUCTION REPRESENTATIVE SEVEN (7) CALENDAR DAYS PRIOR TO ANY NIGHT TIME SHUT DOWN OF TEL. 202.919.2245 www.timmons.com PHONE: (850) 878-8784 EMAIL: SMONIZ@CONNARCHITECTS.COM THE WATER MAIN. 5. TAX MAP #: 2 05 07710 01 1700 000 DATE 6. ADDRESS: 280 COWGILL ST DOVER, DE 19901 DATE 7. ZONING: C-4 01/07/2022 8. MAGISTERIAL DISTRICT: LEVY COUNTY DISTRICT LOCATION MAP VICINITY MAP DRAWN BY 1" = 400' 1" = 1,200' S. STOCKTON 9. SITE AREA: 0.78 ACRES DESIGNED BY 10. DISTURBED ACREAGE: 0.88 ACRES S. STOCKTON 11. IMPERVIOUS AREA: 11.1. EXISTING IMPERVIOUS: 11.2. PROPOSED IMPERVIOUS: 12. EXISTING USE: 0.81 ACRES 0.62 ACRES AUTO REPAIR SHOP JANUARY 7, 2022 Sheet Number Sheet List Table Sheet Title CHECKED BY C. LAZENBY SCALE PROPOSED USE: SERVICE ESTABLISHMENT C0.0 COVER SHEET C1.0 EXISTING CONDITIONS N/A 13. SANITARY: 14. WATER: CITY SYSTEM CITY SYSTEM SITE LOCATION C2.0 C3.0 SITE LAYOUT UTILITY PLAN C4.0 GRADING & DRAINAGE PLAN 15. PARKING SUMMARY: REQUIRED: 3,500 SF * 1 SPACE / 300 SF 280 COWGILL STREET C5.0 C6.0 STORMWATER MANAGEMENT PLAN EROSION & SEDIMENT CONTROL PLAN PH I = 12 TOTAL SPACES C6.1 EROSION & SEDIMENT CONTROL PLAN PH II PROVIDED: 22 TOTAL SPACES DOVER, DE 19901 C6.2 LP-1 EROSION AND SEDIMENT CONTROL DETAILS PLANTING PLAN 1 ACCESSIBLE LP-2 PLANTING DETAILS AND SPECIFICATIONS These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not 16. BUILDING AREA: 3,500 S.F. 17. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 18. NO FLOOD HAZARDS AREAS EXISTING ONSITE. 19. PROPOSED LIGHTING WILL BE DESIGNED BY OTHERS AND DESIGNS WILL BE COMPLETED AFTER PLANNING COMMISSION APPROVAL. THIS DRAWING PREPARED AT THE DC METRO OFFICE NOT APPROVED FOR CONSTRUCTION CALIBER CAR WASH CITY OF DOVER - KENT COUNTY - DELAWARE PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT I AM A 1054 31st Street NW, Suite 115 | Washington, DC 20007 PROVIDED FOR INFORMATIONAL REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF DELAWARE, THAT THE TEL 202.919.2245 www.timmons.com PURPOSES ONLY - SUBJECT TO CHANGE INFORMATION SHOWN HERON HAS BEEN COVER SHEET PREPARED UNDER MY SUPERVISION AND S:\303\48715.012-Caliber_Car_Wash-Dover, DE\DWG\Sheet\CD\48715.012C-COVR.dwg | Plotted on 1/5/2022 5:06 PM | by Savanna Stockton TO THE BEST OF MY KNOWLEDGE AND BELIEF REPRESENTS GOOD ENGINEERING PRACTICES AS REQUIRED BY THE APPLICABLE LAWS OF THE STATE OF DELAWARE. DEVELOPER CIVIL ENGINEER ARCHITECT MPV PROPERTIES TIMMONS GROUP CONN + ARCHITECTS 2400 SOUTH BOULEVARD, SUITE 300 1054 31st ST NW, SUITE 115 1960-C BUFORD BLVD CHARLOTTE, NC 28203 CONTACT: ERIC DOWELL WASHINGTON DC, 20007 TALLAHASSEE, FL 32308 limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. PHONE: (336) 210-2273 CONTACT: CHRIS LAZENBY, P.E. CONTACT : SHANE MONIZ, AIA EMAIL: EDOWELL@MPVRE.COM PHONE: (202) 919-2246 PHONE: (850) 878-8784 EMAIL: CHRIS.LAZENBY@TIMMONS.COM EMAIL: SMONIZ@CONNARCHITECTS.COM SURVEY LANDSCAPE ARCHITECT MKASSOCIATES, INC. EVERGREEN DESIGN GROUP CONTACT: SONYA WEBSTER CONTACT : LARRY LESSER, LEED AP PHONE: (571) 505-0709 PHONE: (800) 680-6630 EMAIL: SWEBSTER@MKASSOCIATES.COM EMAIL: LARRY@EVERGREENDESIGNGROUP.COM JOB NO. 48715.012 SHEET NO. C0.0 50

S:\303\48715.012-Caliber_Car_Wash-Dover, DE\DWG\Sheet\CD\48715.012C-EXIS.dwg | Plotted on 1/5/2022 4:39 PM | by Savanna Stockton LOCATION OF WATER MAIN IS APPROXIMATE. SURVEY TO VERIFY EXACT LOCATION PER MISS UTILITY TICKET. 0 LEGEND 20' LIGHT POLE STORM PIPE STORM INLET 83 SCALE 1"=20' NA IRON PIPE FOUND CHAIN LINK FENCE D CURB AND GUTTER OVERHEAD ELECTRIC OVERHEAD ELECTRIC UNDERGROUND GAS LINE UNDERGROUND ELECTRIC 40' SANITARY SEWER MANHOLE THIS DRAWING PREPARED AT THE DC METRO OFFICE YOUR VISION ACHIEVED THROUGH OURS.1054 31st St Ste 115 NW WASHINGTON DC 20007 TEL. 202.919.2245 www.timmons.com 1-7-2022 DATE REVISION DESCRIPTION CALIBER CAR WASH C1.0 JOB NO. CITY OF DOVER - KENT COUNTY - DELAWARE SCALE DATE SHEET NO. 1" = 20' CHECKED BY DESIGNED BY DRAWN BY 01/07/2022 C. LAZENBY S. STOCKTON S. STOCKTON EXISTING CONDITIONS 48715.012 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not 51 limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. Item 2.

Item 2. LAYOUT NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT DELEWARE DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, CITY OF DOVER SPECIFICATIONS AND STANDARDS, AND KENT COUNTY 1-7-2022 SPECIFICATIONS AND STANDARDS WHERE APPLICABLE. 2. DELDOT STANDARD DETAILS, AS REFERENCED, TO BE CONSTRUCTED IN ACCORDANCE WITH THE MOST THIS DRAWING PREPARED AT THE RECENT VERSION OF DELDOT “STANDARD CONSTRUCTION DETAILS”. 3. ALL DIMENSIONS ARE FROM THE FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED ON THE PLAN. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. DC METRO OFFICE SITE LEGEND REVISION DESCRIPTION CHAIN LINK FENCE EX. CURB AND GUTTER PROPOSED CURB YOUR VISION ACHIEVED THROUGH OURS.1054 31st St Ste 115 NW WASHINGTON DC 20007 PAVEMENT LEGEND CONCRETE PAVEMENT SECTION TIE INTO EX. CURB BAIL OUT LANE CONCRETE SIDEWALK R20' R5' R15.65' SECTION R10' TEL. 202.919.2245 www.timmons.com 5 3 PROP. 6" PAVEMENT MARKING & SIGNAGE DATE 20' FRONT YARD BUILDING SETBACK 20.4' CURB 20.6' LEGEND 61.5' 2 4" SINGLE (SOLID) WHITE LINE R10' 3 24" WHITE STOP BAR DATE 97.5' 30' REAR YARD CAR WASH 15' BUILDING SETBACK 4 YELLOW FIRE LANE 01/07/2022 X CURB STRIPING R19.5' (DR2-N PROTOTYPE) DRAWN BY +/- 3,500 SF 36.8' R10' 5 DelDOT STOP SIGN PROP. 6" R10' PROP. ADA LIMITS OF DISTURBANCE (TYP) S. STOCKTON 6 STANDARD ACCESSIBLE ADA PARKING SIGN CURB STD. RAMP = 0.88 ACRES DESIGNED BY 15' DIRECTIONAL ARROW R10' S. STOCKTON NOTE: LIMITS OF DISTURBANCE SUBJECT TO CHANGE MONUMENT 15' 5.1' CHECKED BY PENDING CONFIRMATION OF LOCATION OF EXISTING SIGN X PROP. PAY 6 WATER AND SEWER LINES. C. LAZENBY PROP. 6" STATIONS CURB 20' SCALE 5 3 9 R10' 5 3' 1" = 20' R10' 2 R10' PROP. 4 R5' 12.5' R2.5' VACUUM 10'x20' PROP. 3 (TYP) 5' EQUIPMENT VACUUM PAD VACUUM PRODUCER 25' 20' FRONT YARD 4'x4' MAT (TYP.) 22 25' 4'x4' MAT CLEANING PAD 9' 9' X PROP. LIMITS OF BUILDING SETBACK R10' CLEANING PAD 12.5' SAWCUT (TYP) 10' (TYP) R10' 4 R4' 12.5' 2 R4' 2 R5' These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not X X X X R2' R15' R5' X X X X X X X 3 X X X X X X 24' X X R9' X X X X X X X X X 10 X X X X X X X 20' 20' 20' X X X X X 9' X X X X X X X X X X X 5' X X X X X X X X X X X X X X X 11' X X R20' X X X X R4' X X 15' 4' R10' 30' REAR YARD BUILDING SETBACK PROP. 6" R10' SCREENING CURB R35' 15' R20' TIE INTO EX. CURB FENCE CALIBER CAR WASH CITY OF DOVER - KENT COUNTY - DELAWARE X X X X X X 3.7' X X X PROP. DUMPSTER 5' WIDE CURB WITH SCREENING OPENING SITE LAYOUT S:\303\48715.012-Caliber_Car_Wash-Dover, DE\DWG\Sheet\CD\48715.012C-SITE.dwg | Plotted on 1/6/2022 10:29 AM | by Savanna Stockton limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 83 NA D SCALE 1"=20' JOB NO. 48715.012 0 20' 40' SHEET NO. C2.0 52

Item 2. SAN SAN EX. UTILITY LEGEND SAN UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND GAS LINE STORM PIPE OVERHEAD ELECTRIC 1-7-2022 S S STORM INLET SANITARY SEWER MANHOLE LIGHT POLE THIS DRAWING PREPARED AT THE PROP. UTILITY LEGEND SAN SAN D STORM SEWER MANHOLE SANITARY CLEANOUT GAS METER SIAMESE CONNECTION STORM PIPE SAN SANITARY LINE DC METRO OFFICE S S G UNDERGROUND GAS LINE REVISION DESCRIPTION UGT UNDERGROUND TELECOMM LINE UGP UNDERGROUND POWER LINE W WATER YOUR VISION ACHIEVED THROUGH OURS.1054 31st St Ste 115 NW WASHINGTON DC 20007 SAN UTILITY NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT DELAWARE DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, KENT COUNTY WATER AUTHORITY SPECIFICATIONS, AND CITY OF DOVER SPECIFICATIONS AND STANDARDS WHERE S S 2. APPLICABLE. DISRUPTION TO DOMESTIC WATER SERVICE & FIRE PROTECTION SHALL BE MINIMIZED TO THE FULLEST EXTENT POSSIBLE. 3. OFFICE OF FIRE MARSHALL MUST BE NOTIFIED PRIOR TO ANY DISRUPTIONS OF FIRE SERVICE. 4. A MAXIMUM OF 12" ADJUSTMENT MAY BE DONE UTILIZING PRE-CAST RISER RINGS TO RAISE FRAME TEL. 202.919.2245 www.timmons.com SAN AND COVER. FOR ADDITIONAL HEIGHT ADJUSTMENT, LOCATION OF WATER MAIN IS PRE-CAST MANHOLE SECTIONS MUST BE INSTALLED. SAN SAN DATE APPROXIMATE. SURVEY TO DECREASING MANHOLE DEPTH MUST BE DONE BY VERIFY EXACT LOCATION REMOVAL/REPLACEMENT OF PRE-CAST MANHOLE PER MISS UTILITY TICKET. SECTIONS. RECLAMATION SYSTEM 5. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL SCALE: 1" = 5' LOCATIONS OF ALL UNDERGROUND UTILITIES, DATE INCLUDING INVERTS OF STRUCTURES, BEFORE COMMENCING WITH WORK. 6. BACKFLOW PREVENTER TO BE LOCATED IN THE 01/07/2022 EXISTING FIRE BUILDING. HYDRANT DRAWN BY S. STOCKTON DESIGNED BY S. STOCKTON CHECKED BY CONNECTION TO C. LAZENBY EXISTING RECLAMATION MANHOLE SYSTEM. REFER SCALE TO MEP PLANS FOR DESIGN. 1" = 20' CONNECTION TO EXISTING WATERLINE 2" WATER VALVE X S These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not W SAN S S LIMITS OF DISTURBANCE (TYP) = 0.88 ACRES W S S S W 2" CURB STOP X WATER METER AND S S PROP. 6" SANITARY METER PIT W W LATERAL SAN CALIBER CAR WASH CITY OF DOVER - KENT COUNTY - DELAWARE W PROP. 2" DOMESTIC S SAN WATER LINE W W W W W X UTILITY PLAN S:\303\48715.012-Caliber_Car_Wash-Dover, DE\DWG\Sheet\CD\48715.012C-UTIL.dwg | Plotted on 1/6/2022 10:29 AM | by Savanna Stockton X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 83 NA D SCALE 1"=20' JOB NO. 48715.012 0 20' 40' SHEET NO. C3.0 53

Item 2. GRADING AND DRAINAGE LEGEND EXISTING STORM SEWER PROPOSED STORM SEWER 1-7-2022 EXISTING STORM INLET EXISTING MANHOLE THIS DRAWING PREPARED AT THE PROPOSED DRAINAGE MANHOLE EXISTING CONTOUR 250 PROPOSED CONTOUR TC TOP OF CURB 349.00 ELEVATION DC METRO OFFICE TC-BC TOP OF CURB / BOTTOM OF REVISION DESCRIPTION 349.00 CURB ELEVATION FFE FINISHED FLOOR 349.00 ELEVATION YOUR VISION ACHIEVED THROUGH OURS.1054 31st St Ste 115 NW WASHINGTON DC 20007 GND GROUND 349.00 ELEVATION TW TOP OF WALL 349.00 ELEVATION BW BOTTOM OF WALL 349.00 ELEVATION EX GND 349.00 EXISTING ELEVATION TC TC EX TC ± CONNECT TO EXISTING TOP OF CURB 23.48' 23.70' 23.74' (TYP) GND TC 23.30' 23.28' GRADING AND DRAINAGE NOTES REMOVE INLET TOP TC TC RAISE TO PROPOSED GRADE 23.93' TEL. 202.919.2245 www.timmons.com 23.93' 1. STORM DRAINAGE STRUCTURES TO BE IN INSTALL MANHOLE TOP PROP ROOF 24.0 0 CONFORMANCE WITH CITY OF DOVER AND PROP ROOF DOWNSPOUT (TYP) TC KENT COUNTY STANDARDS. DATE DOWNSPOUT (TYP) 23.99' 24 TC TC 2. PROVIDE POSITIVE DRAINAGE AWAY FROM .00 TC 25.00' 24.30' BUILDING FOUNDATIONS AT ALL TIMES. 24.00' 3. ACCESSIBLE PARKING SPACES MUST MEET FFE 24 ADA STANDARDS AND HAVE A MAXIMUM DATE .00 24.50' FFE SLOPE OF 2.00% IN ANY DIRECTION. 24.50' PROPOSED CURB CONNECT 4. ACCESSIBLE ROUTES AND SIDEWALKS 01/07/2022 X MUST MEET ADA STANDARDS AND HAVE A TO EX. GROUND (TYP) 24.00 .00 FFE MAXIMUM CROSS SLOPE OF 2.00% AND A DRAWN BY 23 BUILDING FFE 24.50' 24.50' MAXIMUM LONGITUDINAL SLOPE OF TC TC LIMITS OF DISTURBANCE (TYP) 5.00%. S. STOCKTON DelDOT STD. DOGHOUSE INLET BOX TC FFE 25.00' 24.30' 24.10' = 0.88 ACRES 5. PROVIDE A MINIMUM 4'X4' LEVEL LANDING 34"x24" DRAINAGE INLET FRAME TC-BC 24.50' FFE GND TC DESIGNED BY 24.00' AT ALL DOOR THRESHOLDS. SIDEWALK INV 20.2 24.50' 24.50' 24.17' SHALL BE AT 2.08% MAXIMUM SLOPE IN S. STOCKTON TC ALL DIRECTIONS. 24.40' CHECKED BY TC X 22.90' TC TC TC-BC C. LAZENBY TC TC-BC 23.50' 24.40' 24.40' 23.90' 23.90' TC SCALE TC TC 9 24.35' 23.42' 24.02' 1" = 20' 23 TC .00 GND 24.32' TC 23.00 GND 23.85' 23.30' TC 23.73' 23.71' TC 24.30' 22 X TC GND TC GND TC TC 22.41' 23.62' 23.41' 23.58' 24.43' TC 23.30' TC 23.00 22.80' 23.0 23.50' 23.00 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not 0 X X TC TC TC TC X X TC X X X 24.49' X X X X 3 23.62' X X X 23.70' X 23.62' X X 23.21' X X X X TC X X X X X X TC X 10 0 X X 24. X X X X X X X X X X X X X 23.30' X X 24.56' X X X 23 X TC TC TC TC TC X X X X X X 0 TC .0 X X X X 23 23.30' 23.69' 23.70' 24.40' X X 23.70' 0 X X X X X .00 23.02' X X X GND X X X X X 23.91' 24.00 TC TC TC TC 22.60' 23 23.30' TC GND TC 24.30' 24.56' CONNECT TO EXISTING TOP OF CURB .0 0 22.78' 22.15' 22.76' .00 GND (TYP) 23 23 23.85' .0 0 .00 4 CALIBER CAR WASH 2 CITY OF DOVER - KENT COUNTY - DELAWARE GRADING & DRAINAGE PLAN X X X X X X X X 23.00 X TC TC 23.15' 24.50' EX. DRAINAGE INLET TO REMAIN S:\303\48715.012-Caliber_Car_Wash-Dover, DE\DWG\Sheet\CD\48715.012C-GRAD.dwg | Plotted on 1/5/2022 4:41 PM | by Savanna Stockton limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 83 NA D SCALE 1"=20' JOB NO. 48715.012 0 20' 40' SHEET NO. C4.0 54

Item 2. 1-7-2022 THIS DRAWING PREPARED AT THE STORMWATER NARRATIVE 1. THE PROJECT SITE "CALIBER CAR WASH" IS LOCATED IN THE CITY OF DOVER, KENT COUNTY, ON THE FORMER GOODYEAR TIRE AND SERVICE PROPERTY AND DEVELOPMENT. SITE IS ACCESSED BY COURT STREET AND ALSO ACCESSED BY COWGILL ST. PREVIOUS PROPERTY USE WAS AN AUTO SHOP. PROPOSED USE IS A CAR WASH AUTOMOTIVE SERVICE. 2. EXISTING SOILS ONSITE ARE PRIMARILY HYDROLOGIC SOIL TYPE D, AND THE SITE IS FLAT (2% OR LESS). 3. THE EXISTING HYDROLOGY OF THE SITE IS EITHER MANAGED BY ONSITE STORM INLETS OR SHEET FLOWS OFF THE PROPERTY TO EXISTING ROADS, ULTIMATELY VIA UNDERGROUND STORM PIPE SYSTEMS. APPROXIMATELY HALF OF THE SITE'S RUNOFF IS CAPTURED BY TWO STORM INLETS ONSITE, AND THE REMAINDER OF THE SITE'S RUNOFF SHEET FLOWS DC METRO OFFICE OFFSITE TO COWGILL STREET, COURT STREET, AND 'A' STREET WHICH ABUTS RESIDENCES. SEE SHEET C6.0 FOR EXISTING REVISION DESCRIPTION STORM INLET DRAINAGE. 4. IN POST DEVELOPMENT, THE HYDROLOGY OF THE SITE WILL BE MAINTAINED IN THE SAME MANNER. HOWEVER, NO RUNOFF WILL SHEET FLOW OFFSITE TO 'A' STREET AND THUS ADJACENT RESIDENCES. ADDITIONALLY, LESS IMPERVIOUS AREA IS PROPOSED WITH LANDSCAPING ELEMENTS INTRODUCED. FINALLY, THE BUILDING WILL DISCHARGE RUNOFF TO THE EAST VIA DOWNSPOUTS INTO THE LANDSCAPED BUFFER AREA, AND USE THE IMPERVIOUS DISCONNECTION METHOD TO ALLOW YOUR VISION ACHIEVED THROUGH OURS.1054 31st St Ste 115 NW WASHINGTON DC 20007 RUNOFF TO INFILTRATE INTO THE GROUND AND FURTHER REDUCE FLOODING DOWNSTREAM. SEE SHEET C6.1 FOR PROPOSED STORM INLET DRAINAGE. 5. THE EXISTING PARCEL AREA (PLUS LIMITED DISTURBANCE DIRECTLY OUTSIDE PARCEL) HAS A CURVE NUMBER (CN = 97) HIGHER THAN THE PROPOSED PARCEL AREA (PLUS LIMITED DISTURBANCE DIRECTLY OUTSIDE PARCEL) CURVE NUMBER IN POST CONSTRUCTION (CN = 93). THIS DESIGN MEETS THE REQUIREMENTS FOR STORMWATER PLANS OF A NONRESIDENTIAL CONSTRUCTION LESS THAN 1 ACRE DISTURBED. 83 NA D TEL. 202.919.2245 www.timmons.com SCALE 1"=30' DATE 0 30' 60' DATE 01/07/2022 DRAWN BY S. STOCKTON DESIGNED BY ULTIMATE LIMITS OF DISTURBANCE = 0.88 AC (38,000 SF) S. STOCKTON CHECKED BY C. LAZENBY SCALE 1" = 30' POST 93 POST 93 0.88 ac 0.88 ac These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not LOD LOD LOD LOD LOD LOD PRE 97 PRE 97 0.88 ac 0.88 ac 24.0 0 LO LO .00 D D 24 24 .00 XLOD LIMITS OF DISTURBANCE XLOD LIMITS OF DISTURBANCE STORMWATER MANAGEMENT PLAN 24.00 23 .00 CALIBER CAR WASH CITY OF DOVER - KENT COUNTY - DELAWARE LO LO D D S:\303\48715.012-Caliber_Car_Wash-Dover, DE\DWG\Sheet\CD\48715.012C-SWMP.dwg | Plotted on 1/5/2022 4:41 PM | by Savanna Stockton 23 LOD X LOD X .00 23.00 LO LO 23.00 D D 23.0 23.00 0 X X X X X X X X X 24. X X X X X X X X X X X X X X 23 X X X X X X X 00 X 23 .0 X X X X X X .00 X X X X 0 X 24.00 X X X X 23 23 . 00 .00 0 23 4 .0 .00 LOD LOD 2 LOD X LOD X LOD X X LOD X LOD X LOD X LOD X LOD X X LOD X LOD X 23.00 limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. PRE-DEVELOPED POST-DEVELOPED HkB - PERVIOUS B SOILS (0.01 AC) Up - PERVIOUS D SOILS (0.06 AC) HkB - PERVIOUS B SOILS (0.01 AC) Up - PERVIOUS D SOILS (0.25 AC) JOB NO. 48715.012 HkB - IMPERVIOUS B SOILS (0.02 AC) Up - IMPERVIOUS D SOILS (0.79 AC) HkB - IMPERVIOUS B SOILS (0.02 AC) Up - IMPERVIOUS D SOILS (0.60 AC) SHEET NO. C5.0 55

Item 2. EROSION CONTROL LEGEND: CONSTRUCTION ENTRANCE CE SILT FENCE SF 1-7-2022 INLET PROTECTION IP THIS DRAWING PREPARED AT THE DRAINAGE AREA BOUNDARY AREA # C-VALUE # X.XX X.XX AREA IN ACRES DC METRO OFFICE REVISION DESCRIPTION PHASE I EROSION CONTROL NARRATIVE 1. THE SITE MUST HAVE A CONSTRUCTION GENERAL PERMIT (CGP) AND A LAND DISTURBANCE PERMIT MUST BE ISSUED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. YOUR VISION ACHIEVED THROUGH OURS.1054 31st St Ste 115 NW WASHINGTON DC 20007 2. A PRE-CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANY WORK IS DONE AT THE SITE. ARRANGE A MEETING WITH OWNER, ENGINEER AND COUNTY ENVIRONMENTAL ENGINEER. 48 HOURS NOTICE IS REQUIRED. THE CONSTRUCTION ACTIVITY OPERATOR AND THE ENVIRONMENTAL INSPECTOR (OR AUTHORIZED REPRESENTATIVE MUST ALSO ATTEND THIS MEETING. 3. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST ATTEND THE PRE-CONSTRUCTION MEETING. 4. AT THE TIME OF THE PRE-CONSTRUCTION MEETING, TWO STANDARD SIGNS MUST BE INSTALLED ON EACH SIDE OF THE CONSTRUCTION TEL. 202.919.2245 www.timmons.com SF ACCESS. THESE SIGNS SHOULD STATE EITHER “CONSTRUCTION ENTRANCE AHEAD” OR “TRUCKS DATE ENTERING HIGHWAY”. 5. INSTALL CONSTRUCTION ENTRANCE. 6. CLEAR AND GRUB AS NECESSARY, WITHIN THE ULTIMATE LIMITS OF DISTURBANCE TO INSTALL DATE PERIMETER EROSION CONTROL MEASURES. INSTALL SILT FENCING, AND SILT FENCE BREAKS. 01/07/2022 IP 7. AFTER PERIMETER EROSION CONTROL MEASURES ARE BUILT AND WITH APPROVAL OF EROSION DRAWN BY CONTROL INSPECTOR, CLEAR AND GRUB OTHER PORTIONS OF THE SITE AND DEMOLISH AREAS S. STOCKTON INDICATED ON PLANS. "EX. 2" EX 2 0.90 8. PROVIDE POSITIVE DRAINAGE TO ADJACENT E&S DESIGNED BY 0.49 ac MEASURES AS NECESSARY AS STORM INLET IS S. STOCKTON REMOVED. PROPOSED SILT 9. MAINTAIN POSITIVE DRAINAGE TO EROSION CHECKED BY FENCE (TYP) CONTROL DEVICES AT ALL TIMES AND ADJUST MEASURES IF NECESSARY TO INTERCEPT C. LAZENBY SEDIMENT AND PREVENT EROSION. THE CONTRACTOR SHALL INSPECT ALL EROSION SCALE EX 1 0.90 CONTROL MEASURES PERIODICALLY AND AFTER 1" = 20' 0.09 ac EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS FIELD CONDITIONS WARRANT. 11. THE EXISTING ROADWAY SHALL BE FREE AND PROPOSED CLEAR FROM ANY DEBRIS AT ALL TIMES. SF STABILIZED CONSTRUCTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not ENTRANCE ULTIMATE LIMITS OF DISTURBANCE = 0.88 ACRES 50' "EX. 1" EROSION & SEDIMENT CONTROL PLAN PH I CE 12' IP CALIBER CAR WASH CITY OF DOVER - KENT COUNTY - DELAWARE S:\303\48715.012-Caliber_Car_Wash-Dover, DE\DWG\Sheet\CD\48715.012C-EROS1.dwg | Plotted on 1/5/2022 4:41 PM | by Savanna Stockton limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 83 NA D SCALE 1"=20' JOB NO. 48715.012 0 20' 40' SHEET NO. C6.0 56

Item 2. EROSION CONTROL LEGEND: CONSTRUCTION ENTRANCE CE SILT FENCE SF 1-7-2022 INLET PROTECTION IP THIS DRAWING PREPARED AT THE DRAINAGE AREA BOUNDARY AREA # C-VALUE # X.XX X.XX AREA IN ACRES DC METRO OFFICE PHASE II EROSION CONTROL NARRATIVE 1. MAINTAIN ALL PHASE 1 EROSION CONTROL REVISION DESCRIPTION DEVICES THROUGHOUT CONSTRUCTION OR AS INDICATED ON PLANS. 2. BEGIN GRADING OPERATIONS. 3. COMPLETE SITE WORK CONSTRUCTION INCLUDING STORM SEWER AND BUILDING YOUR VISION ACHIEVED THROUGH OURS.1054 31st St Ste 115 NW WASHINGTON DC 20007 CONSTRUCTION. INSTALL INLET PROTECTION IMMEDIATELY AFTER INSTALLATION OF EACH STORM STRUCTURE IS COMPLETE. 4. IN ANY DISTURBED AREAS, ESTABLISH FINAL GRADES WITH THE PLACEMENT OF TOPSOIL. PERMANENTLY SEED ALL DISTURBED AREAS. 5. DO NOT REMOVE EROSION CONTROL MEASURES UNTIL ALL CONTRIBUTING DRAINAGE AREAS HAVE BEEN PERMANENTLY STABILIZED. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES. NOTIFY THE EROSION CONTROL INSPECTOR BEFORE THE EROSION CONTROL MEASURES ARE REMOVED. THE REMOVAL OF REMOVE INLET TOP THESE MEASURES SHALL BE DONE WITHIN 30 RAISE TO PROPOSED GRADE DAYS AFTER FINAL STABILIZATION. TEL. 202.919.2245 www.timmons.com INSTALL MANHOLE TOP 24.0 SF 6. PERMANENTLY SEED ANY AREAS DISTURBED BY 0 THE REMOVAL OF TEMPORARY EROSION AND DATE PROPOSED SILT FENCE (TYP) SEDIMENT CONTROL MEASURES. 24 .00 24 ULTIMATE LIMITS OF DISTURBANCE = 0.88 ACRES DATE .00 01/07/2022 X SF 24.00 .00 DRAWN BY 23 LIMITS OF DISTURBANCE (TYP) S. STOCKTON DelDOT STD. DOGHOUSE INLET BOX = 0.88 ACRES DESIGNED BY 34"x24" DRAINAGE INLET FRAME INV 20.2 S. STOCKTON CHECKED BY X C. LAZENBY SCALE 9 1" = 20' 23 "PR. 1" .00 23.00 CE 12' PR 1 0.80 0.34 ac 22 X IP 23.00 50' PROPOSED 23.0 23.00 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not 0 X X X X X X STABILIZED CONSTRUCTION X X X X X 3 X X X X X X X X X X X X X X X X X ENTRANCE 10 0 X X 24. X X X X X X X X X X X X X X X X X X 23 X X X X X X X 0 .0 X X "EX. 1" X X EROSION & SEDIMENT CONTROL PLAN PH II 23 X X 0 X X X X X .00 X X X X X X X X 24.00 23 IP EX 1 0.80 .0 0 .00 23 0.12 ac 23 .0 0 .00 4 CALIBER CAR WASH 2 CITY OF DOVER - KENT COUNTY - DELAWARE X X X X X X X X 23.00 X EX. DRAINAGE INLET TO REMAIN S:\303\48715.012-Caliber_Car_Wash-Dover, DE\DWG\Sheet\CD\48715.012C-EROS.dwg | Plotted on 1/5/2022 4:42 PM | by Savanna Stockton limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 83 NA D SCALE 1"=20' JOB NO. 48715.012 0 20' 40' SHEET NO. C6.1 57

S:\303\48715.012-Caliber_Car_Wash-Dover, DE\DWG\Sheet\CD\48715.012C-ECND.dwg | Plotted on 1/5/2022 4:42 PM | by Savanna Stockton THIS DRAWING PREPARED AT THE DC METRO OFFICE YOUR VISION ACHIEVED THROUGH OURS.1054 31st St Ste 115 NW WASHINGTON DC 20007 TEL. 202.919.2245 www.timmons.com 1-7-2022 DATE REVISION DESCRIPTION CALIBER CAR WASH C6.2 JOB NO. CITY OF DOVER - KENT COUNTY - DELAWARE N/A SCALE DATE SHEET NO. CHECKED BY DESIGNED BY DRAWN BY 01/07/2022 C. LAZENBY S. STOCKTON S. STOCKTON EROSION AND SEDIMENT CONTROL DETAILS 48715.012 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not 58 limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. Item 2.

Item 2. CE M . LE AN GENERAL GRADING AND PLANTING NOTES LAW S1-0000508 ER R SS 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. STEEL EDGING BETWEEN 2 FOBS 2 MAST TURF AND SHRUBS (TYP.) I A CH RE 4 ILGL REG ST ST 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION 3 GIBI T A IT CT ER E O W (EXCEPT WHERE NOTED TO REMAIN). ED F DE LA AR 3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" LA NDSCA P E REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. 12/22/2021 a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE 24 ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. 20' FRONT YARD BUILDING SETBACK SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. 24 THIS DRAWING PREPARED AT THE b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL 24 REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM 5 ILGL 2 FOBS STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE 2 FOBS 5 ILGL GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO 3 ABRP X DC METRO OFFICE 7 ILGL 2 FOBS BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. 3 FOBS 23 5 ILGL 24 SAN SAN SAN c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT 1 GIBI REVISION DESCRIPTION OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE S S PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. 1054 31st St Ste 115 NW WASHINGTON DC 20007 SAN SAN d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO 30' REAR YARD BUILDING SETBACK WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS S S 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER SAN MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED X ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. TEL. 202.919.2245 www.timmons.com S S SAN W e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO SAN WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS SAN SAN SAN 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 23 18" AWAY FROM THE WALKS. S 2 GYDI 23SAN SAN W f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING 10 ABRP 20' FRONT YARD BUILDING SETBACK PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL YOUR VISION ACHIEVED THROUGH OURS. 1 GIBI CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE W W W X ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 11 ABRP 4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED 1 GIBI 1 GYDI WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE 23 CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY 23 23 ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION STEEL EDGING BETWEEN TURF METHODS, ETC.). AND GRAVEL MULCH (TYP.) DATE a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT 24 QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR 23 GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE 23 X PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE 24 DATE PRECEDENCE. 30' REAR YARD BUILDING SETBACK 5 THOC b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE 23 01/07/2022 WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS 1 ABGR 23 23 24 DRAWN BY ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). X X X X X X X X X23 S. STOCKTON c. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE DESIGNED BY LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO S. STOCKTON SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 EX. DRAINAGE INLET TO REMAIN CHECKED BY DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL C. LAZENBY 0' 10' 20' 40' ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. SCALE 6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. Scale 1" = 20' PLANTING LEGEND SYMBOL BOTANIC NAME COMMON NAME MIN. SIZE SPACING QUANTITY REMARKS These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not TREES GIBI Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo 2" cal., 8'-10' high Per plan 6 GYDI Gymnocladus dioicus 'Espresso' Seedless Coffee Tree 2" cal., 8'-10' high Per plan 3 MAST Magnolia stellata 'Rosea' Pink Star Magnolia 2" cal., 8'-10' high Per plan 2 Multitrunk, 3-5 canes NOTE: ALL TREES SHALL BE CONTAINER-GROWN, CONTAINER SIZE AS APPROPRIATE FOR THE CALIPER SPECIFIED. SEE SPECIFICATIONS FOR PROPER ROOT QUALITY. SHRUBS ABRP Abelia 'Raspberry Profusion' Raspberry Profusion Abelia #5 cont. min. 4' o.c. 25 24" high min. CALIBER CAR WASH FOBS Fothergilla x intermedia 'Blue Shadow' Blue Shadow Fothergilla #5 cont. min. 5' o.c. 11 24" high min. CITY OF DOVER - KENT COUNTY - DELAWARE ILGL Ilex glabra 'Shamrock' Shamrock Inkberry #5 cont. min. 3' o.c. 26 THOC Thuja occidentalis 'Smaragd' Emerald Green Arborvitae #15 cont. min. 5' o.c. 5 6' high min. TURF PLANTING PLAN Festuca spp. Turf-type Tall Fescue Sod --- --- LANDSCAPE CALCULATIONS TOTAL SITE AREA: 33,795 SF TREES REQUIRED: 11 TREES (1 TREE PER 3,000 SF) TREES PROVIDED: 11 TREES limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. ROOT BARRIERS MULCHES THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), IN ALL PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" PLANTING AREAS (EXCEPT FOR TURF, SEEDED AREAS, AND AS NOTED 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY BELOW). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED ENCIRCLE THE ROOTBALL. (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). GRAVEL MULCH - RIVER COBBLE, 1"-2" DIA., 4" THICK LAYER OVER LANDSCAPE FABRIC (ANY APPROVED) EVERGREEN D E S I G N G R O U P JOB NO. (800) 680-6630 1650 Market St., Ste 3600 48715.012 Philadelphia, PA 19103 SHEET NO. www.EvergreenDesignGroup.com LP-1 59

Item 2. CONIFEROUS NON-CONIFEROUS 1 TREE CANOPY. TREE TREE PARKWAY CE M . LE OR ISLAND 2 CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR AN PLANTING SPECIFICATIONS OPEN LANDSCAPE 12 GAUGE GALVANIZED WIRE WITH NYLON TREE LAW S1-0000508 ER SS STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES 1 AND LARGER). SECURE TIES OR STRAPS TO TRUNK R GENERAL B. SUBMITTALS TO 10' JUST ABOVE LOWEST MAJOR BRANCHES. 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR ARCHITECT, AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 3 24" X 3/4" P.V.C. MARKERS OVER WIRES. 1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM 2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, I A CH RE REG ST ST SPECIALIZING IN LANDSCAPE PLANTING. PHOTOS OR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION IT GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO T A CT ER E O 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND 4 W REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE 2 UNDISTURBED SOIL. ED F DE LA AR LA NDSCA P E 3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE). 2 APPROPRIATE LOCAL JURISDICTION. 3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH 4 5 PRESSURE-TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND B. SCOPE OF WORK AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). 3 18" MIN. INTO UNDISTURBED SOIL. 12/22/2021 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, 4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR ITEM BEING CONSIDERED. 6 5' 12 6 TRUNK FLARE. THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN C. GENERAL PLANTING ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 7 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND 2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES 5 7 MULCH, TYPE AND DEPTH PER PLANS. DO NOT THIS DRAWING PREPARED AT THE REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL AT THE MANUFACTURER'S RECOMMENDED RATE. PLACE MULCH WITHIN 6" OF TRUNK. INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, 3. TRENCHING NEAR EXISTING TREES: 8 TRANSPORTATION AND INSTALLATION OF MATERIALS. a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL 5' 8 FINISH GRADE. 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND 9 2 TYPICAL WALKWAY OR PAVING (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS 1 9 ROOT BALL. ANY WORK. DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE 2 TREE TRUNK 10 10 BACKFILL. AMEND AND FERTILIZE ONLY AS DC METRO OFFICE GRADE AT THE TRUNK). 3 RECOMMENDED IN SOIL FERTILITY ANALYSIS. PRODUCTS b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE 3 LINEAR ROOT BARRIER MATERIAL. SEE 11 EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. PLANTING NOTES FOR TYPE AND 11 UNDISTURBED NATIVE SOIL. MANUFACTURER. INSTALL PER REVISION DESCRIPTION A. ALL MANUFACTURED PRODUCTS SHALL BE NEW. c. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE 13 B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS: TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER MANUFACTURER'S SPECIFICATIONS. 12 4" HIGH EARTHEN WATERING BASIN. 1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. 4 3X ROOTBALL DIA. 4 TREE CANOPY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS FINISH GRADE. 1054 31st St Ste 115 NW WASHINGTON DC 20007 CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. 13 5' SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. 5 TYPICAL PLANTING AREA SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. STAKING EXAMPLES (PLAN VIEW) NOTES: SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR D. TREE PLANTING 6 TYPICAL CURB AND GUTTER 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. CLIMACTIC CONDITIONS. 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE 5 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT 2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 1 COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. 5' NOTES: SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE TEL. 202.919.2245 www.timmons.com J-SHAPED ROOTS). REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 1) INSTALL ROOT BARRIERS NEAR ALL ROOT FLARE IS 2"-4" ABOVE FINISH GRADE. 3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED 3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT NEWLY-PLANTED TREES THAT ARE LOCATED 3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE ON THE PLANTING LEGEND. BARE-ROOT TREES ARE NOT ACCEPTABLE. DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE WITHIN FIVE (5) FEET OF PAVING OR CURBS. PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF 4 5 4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS 2) BARRIERS SHALL BE LOCATED IMMEDIATELY BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE OUT FROM THE ROOTBALL. 6 ADJACENT TO HARDSCAPE. UNDER NO TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO CIRCUMSTANCES SHALL THE CONTRACTOR BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND FOUR INCHES ABOVE THE SURROUNDING GRADE. USE ROOT BARRIERS OF A TYPE THAT 4. REMOVE ALL NURSERY STAKES AFTER PLANTING. OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" COMPLETELY ENCIRCLE THE ROOTBALL. PREVAILING PREVAILING 5. FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR 5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD 1 WINDS WINDS DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. YOUR VISION ACHIEVED THROUGH OURS. LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM AFTER PLANTING. IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT 6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. ROOT BARRIER - PLAN VIEW TREE PLANTING IN WIND. INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF D SCALE: NOT TO SCALE A SCALE: NOT TO SCALE 7. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS. SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL 8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT ADHERE TO THE FOLLOWING GUIDELINES: THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. a. 1"-2" TREES TWO STAKES PER TREE C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM b. 2-1/2"-4" TREES THREE STAKES PER TREE DATE HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE c. TREES OVER 4" CALIPER GUY AS NEEDED ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. d. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS D. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, NEEDED TO STABILIZE THE TREE PLANTS, ROOTS, AND SEEDS. 7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. E. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; COVER THE INTERIOR OF THE TREE RING WITH MULCH (TYPE AND DEPTH PER PLANS). MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; E. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING DATE SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST USED. RECOMMENDATIONS. 01/07/2022 F. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER 2. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A BEDS, COVERING THE ENTIRE PLANTING AREA. DRAWN BY QUALIFIED SOIL-TESTING AGENCY (SEE BELOW). F. SODDING G. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. S. STOCKTON TOP DRESSING OF TREES AND SHRUBS. 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. H. TREE STAKING AND GUYING 3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD 1. STAKES: 6' LONG GREEN METAL T-POSTS. STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. DESIGNED BY 2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL DIAMETER. UNDERNEATH. S. STOCKTON 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH 5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. CHECKED BY I. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK G. MULCH 1 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL. 1. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND 1 J. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED TREE RINGS. 2 MULCH, TYPE AND DEPTH PER PLANS. PLACE NO C. LAZENBY FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES 2. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, 2 MORE THAN 1" OF MULCH WITHIN 6" OF PLANT SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. EXCEPT AS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CENTER. SCALE CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH 7 3 3 FINISH GRADE. COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. METHODS H. CLEAN UP 1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS 4 4 ROOT BALL. A. SOIL PREPARATION IN A NEAT, ORDERLY CONDITION. 1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. 5 5 BACKFILL. AMEND AND FERTILIZE ONLY AS LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE I. INSPECTION AND ACCEPTANCE RECOMMENDED IN SOIL FERTILITY ANALYSIS. OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, 2. SOIL TESTING: 6 FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR 6 UNDISTURBED NATIVE SOIL. a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE 7 3" HIGH EARTHEN WATERING BASIN. LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S X QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE SATISFACTION WITHIN 24 HOURS. LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS 2X These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, GUARANTEE PERIODS WILL COMMENCE. SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. J. LANDSCAPE MAINTENANCE c. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN WITH THE SOIL SAMPLES. ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, TREATING FOR INSECTS AND SEED, AS WELL AS PRE-PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER 2. SHOULD SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE SHRUB AND PERENNIAL PLANTING CALIBER CAR WASH PLANTING DETAILS AND SPECIFICATIONS 4. INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER. B SCALE: NTS CITY OF DOVER - KENT COUNTY - DELAWARE a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF 3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING ROTOTILLING AFTER CROSS-RIPPING: CONDITIONS MUST OCCUR: i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND S.F. REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: c. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD. GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE iv. IRON SULPHATE - 2 LBS. PER CU. YD. NEATLY MOWED. 1 5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE K. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, AND a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN 2 FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE 2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING L. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A POTENTIAL. RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH 3 GRADES TO BE ESTABLISHED. d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, 4 GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. 1 ROLLED-TOP STEEL EDGING PER PLANS. 2 TAPERED STEEL STAKES. 3 MULCH, TYPE AND DEPTH PER PLANS. 4 FINISH GRADE. NOTES: 1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. EVERGREEN D E S I G N G R O U P JOB NO. STEEL EDGING (800) 680-6630 48715.012 C SCALE: NOT TO SCALE 1650 Market St., Ste 3600 Philadelphia, PA 19103 SHEET NO. www.EvergreenDesignGroup.com LP-2 60

Item 2. CITY OF DOVER PLANNING COMMISSION February 22, 2022 Excerpt from Meeting Minutes The Meeting of the City of Dover Planning Commission was held on Tuesday, February 22, 2022 at 7:00 PM as a virtual Meeting using the phone/videoconferencing system WebEx. The Meeting Session was conducted with Chair Mrs. Maucher presiding. Members Present were Mrs. Denney (New appointed Planning Commission member), Mr. Hartman, Mr. Baldwin, Mrs. Welsh, Mrs. Malone and Mrs. Maucher. Mr. Cooper, Mr. Roach and Dr. Jones were absent. Staff members present were Mrs. Dawn Melson-Williams, Mr. Julian Swierczek, Ms. Samantha Bulkilvish, Mr. Jason Lyon and Mrs. Kristen Mullaney. S-22-01 Caliber Car Wash at 280 Cowgill Street – Public Hearing and Review of a Site Development Plan Application for the construction of a 3,500 SF Self-Service Car Wash facility and associated site improvements including two (2) pay stations and nineteen (19) vacuum spaces. This redevelopment includes demolition of the existing auto repair shop building. The property is zoned C-4 (Highway Commercial Zone). The property consists of 0.78 acres (33,976.8 SF) and is located on the south side of Cowgill Street and Court Street near the corner of Martin Luther King Jr. Boulevard and S. DuPont Highway. The owner of record is Neaton’s Tire Service of Delaware. The Equitable Owner (Developer) is MPV Properties c/o John Bradley Murr. Property Address: 280 Cowgill Street. Tax Parcel Number: ED-05-077.10-01-17.00. Council District 4. Waiver Request – Elimination of Sidewalk on Street Frontages for Alternative. Representatives: Mr. Eric Dowell, MPV Properties; Mr. Chris Lazenby, Timmons Group; Mr. Brett Jarett, MPV Properties; Ms. LeeAnn Gudorp, Timmons Group Ms. Bulkilvish stated that this application is for a Car Wash located at 280 Cowgill Street. Currently, there is a tire service station there. The new proposed Car Wash is about 3,500 SF and will contain nineteen (19) vacuum stations and two (2) pay stations. The property is zoned C-4 (Highway Commercial Zone) and it is about 0.78 acres or 33,976.8 SF. According to the parking requirements, there are twelve (12) spaces required and they are showing twenty-two (22) spaces. That is nineteen (19) vacuum spaces and three (3) employee spaces. They are asking for a waiver for the elimination of frontage sidewalk in lieu of what they show. In their exhibit. they are showing a connection which is not shown on this plan but it is a connection from the multi- use path that goes along Martin Luther King Jr. Boulevard connecting onto the site. That would then go across an exit aisle from the Car Wash and connect to the sidewalk that they are showing in front of the Car Wash building. They are providing a dumpster. They have assured us that the dumpster enclosure will match the architecture of the building and be a white brick face with an opaque gate. They also explained during our Applicant DAC Meeting that they would be providing the opaque barrier requirements as they are adjacent to a residential property. That includes an opaque fence or a masonry wall or some kind of opaque barrier as well as landscaping including some kind of hedgerow that will reach a height of six (6) feet. The plans do not show any bicycle parking; however, the applicant has agreed that they will provide the two (2) bicycle parking spaces that are required by providing a bike rack near the entrance of the 61

Item 2. building. Access to the Car Wash is shown as two entrance points and two exit points. The entrance furthest to the south on this drawing is for the cue to the Car Wash. Patrons would come through the Car Wash lane, pay at one of the two pay stations and then enter through the car wash building. If they were to leave their wallet or something at home and need to bail out, they have also provided a bail out lane onto Cowgill Street. Once exiting the Car Wash, the thought is that all of the patrons would then come into the vacuum stations. The two-way entrance is basically just for their employees to get into and out of the employee parking. It is intended that all patrons would enter through Car Wash cue and not come in just to use the vacuums. They are also providing landscaping on the entire site. Again, it is not shown here but they will be adjusting the drive aisle in order to accommodate that hedgerow along the residential property line. They are also providing landscaping along the street frontages and some larger shade trees along that entrance into the Car Wash. Ms. Gudorp stated that they are happy to answer any questions that the Commissioners may have. Mr. Hartman questioned what their expected traffic would be on week days and weekends. Responding to Mr. Hartman, Mr. Dowell stated that the only thing that they have in terms of projected volumes and this question comes up sometimes in relation to water usage, is 300 cars per day. You have to keep in mind that on rainy days, they may not have anybody come through the Car Wash but on average you are probably looking at somewhere to 150 to 200 cars. That would be a reasonable guestimate. Mrs. Maucher asked if that was per day. Responding to Mrs. Maucher, Mr. Dowell stated yes. With that region that we are in as far as weather, after a snow event or something obviously a Car Wash is going to have more volume than an “average day”. So there are days that you would see above average and you could see as much as 300 cars in a day versus if the weather has been stable and it is just average customers, you are probably back down to that 150-200 cars per day. Mr. Hartman asked if he had looked at the traffic there from the Wawa that is right across the street. He imagines that the cross traffic from that Wawa coming down Martin Luther King Jr. Boulevard is going to compete with the traffic going into your site. How much have you looked at that as a problem? Will there be a Traffic Study? Responding to Mr. Hartman, Mr. Dowell stated that Ms. Bulkilvish may be able to speak to this better than him. As a part of their DAC Meeting, it was referenced that they may need to look at a TIA Study but they have not to date actually done a study. Ms. Bulkilvish stated that as part of the DAC Meeting, our DelDOT representative has requested that the applicants submit for a Pre-Submittal Meeting in which they will be submitting their traffic counts and then from that, they will determine whether or not a Traffic Study will need to take place. Mr. Hartman questioned when they would have enough information from that to make a better decision. Responding to Mr. Hartman, Ms. Gudorp stated that they have not but that was going to be their next step after this meeting. Ms. Bulkilvish stated that she is not sure what the timeframe is with the DelDOT Pre-Submittal 62

Item 2. Meeting and what the timeframe is, but before we can give them any kind of Final Plan Approval, we would have to have that signed off by DelDOT. Mr. Hartman asked if DelDOT will actually come up with a decision that says this is not a good idea to put this Car Wash here. In the event that the Commission approves this and DelDOT has recommendations that this is going to create a problem, what happens then? Responding to Mr. Hartman, Ms. Bulkilvish stated that most likely DelDOT will provide them with other traffic implementation changes that need to happen within the area. So, whether that be a change in a traffic pattern on Martin Luther King Jr. Boulevard or putting in an extra stop sign there or something like that or maybe an additional turn lane. That would be something that DelDOT would require depending on what the traffic looks like in that area. Mrs. Melson-Williams stated that she also wants to allow Mr. Jason Lyon with the Public Works Office and Department of Water and Wastewater to speak to some of these street questions as well. This is somewhat of a unique area when it comes to right-of-way for roads. Mr. Lyon asked if she wanted him to speak about the ownership of the streets. Responding to Mr. Lyon, Mrs. Melson-Williams stated yes, because this is kind of going to be a joint effort when it comes to dealing with traffic planning for the area. Mr. Lyon stated that the road Cowgill Street is kind of carved out in right-of-way and it is recognized as a City owned street and maintained through the City. In other words, it is part of our inventory of streets that we maintain in the City of Dover and that contributes to the Municipal Street Aid calculation that the State provides to the City. Court Street; however, is a different animal. This is within the State right-of-way. The City has maintained this road in the State right-of-way for many years as far as anyone can remember. The tricky thing is who owns the rights to the road and who is going to dictate the design requirements and maintenance responsibilities. At this point, the City is in concert with DelDOT to create a Memorandum of Understanding and they are negotiating that out right now. At this point in time, the City will provide guidance on the design parameters with the understanding that DelDOT can kind of oversee things and require this Traffic Study that we have been talking about at some level. He believes that once the developer meets with DelDOT and goes through the process of looking into this and how it’s going to impact the traffic, as Ms. Bulkilvish said, they will probably be some potential maintenance of traffic upgrades, but he doesn’t believe that the project cannot go forward. Mr. Hartman stated that it just looks like it would be very challenging with the space that they have there on Martin Luther King Jr. Boulevard and the cross traffic from Wawa, it would be very challenging to come up with a traffic flow pattern that would accommodate the heavy traffic in that area. Responding to Mr. Hartman, Mr. Lyon stated that his guess is that what is going to happen is coming onto Martin Luther King Jr. Boulevard as a right only and you won’t be able to go across the street into Wawa. But that is just his guess at this point; he can’t speak for DelDOT. Mr. Hartman stated that you will have people coming from the highway. Most of the customers will be coming from the highway and you will have cross traffic coming out of Wawa to get to 63

Item 2. the other side to get back to the highway. You are going to have people lined up on the left side of Martin Luther King Jr Boulevard waiting to make that left turn into their site. Responding to Mr. Hartman, Mr. Lyon stated that he understands and it is certainly an issue. Mr. Hartman stated that with that concern and there is a neighborhood right there and there is existing business that could be impacted, he is not sure it’s fair to ask the Commission to make a decision without more information on the traffic for this site. Everything else looks great and he agrees with the sidewalk waiver. He thinks that it could be a great Car Wash but the traffic is the concern here and we simply don’t have enough information to make a decision to protect the surrounding neighbors. Mrs. Malone stated that she does agree with Mr. Hartman about the traffic issue. It reminds her a lot of what happened on Route 8 (for the Dunkin Donuts) and there were cars lined up all the way down Route 8 in the right-hand lane trying to get in there at the busiest time of the day when people were going to work. Thank goodness that they have moved now but when she first saw this application, that was the first thing that came to mind. The second thing, is this Car Wash all self-service? Will there be any employees? Responding to Mrs. Malone, Mr. Dowell stated that the tunnel itself is automated so it will be a conveyor that will direct your car through the tunnel. Then once you exit into the vacuum area, those vacuums are self-service and there will be three (3) employees on-site managing the flow of traffic and customers who need help, but they are not there to specifically do anything with cleaning. The cleaning is fully automated and then the vacuuming is self-service. Mrs. Welsh stated that she heard Ms. Bulkilvish say that the two-way entrance is for employees to come in and out. Are there any provisions to have signage of some sort to direct cars that are coming into the lane for the Car Wash not to use that? She can see someone coming in there and thinking that they are going to use the vacuums first and then go get in the Car Wash lane. It could be an issue with U-turns in that area. Responding to Mrs. Welsh, Ms. Gudorp stated that there will be a signage package, it is just not shown on this plan, to make it very clear where the entrance for the Car Wash lanes are. Mrs. Denney stated that she certainly agrees with Mr. Hartman and she thinks that there needs to be a little bit more information. Of course these are things that are more left up to DelDOT but she does think that there needs to be some more input with some regard to the ingress/egress situation. She also agrees that there is a Wawa there and it’s kind of complicated. She uses the Wawa from time to time for gas and she has seen more than one near collision and now we are going to have the same thing across the street. She is a little hesitant to agree with any of this until we have a little more information from DelDOT. The other thing that she is troubled by and everyone else seems to think it is okay she guesses is sidewalks. She is a believer in sidewalks. She happens to live on State Street and Dover seems to be a community where a lot of people walk and we have the parks. She really thinks there should be continuation of sidewalk. She thinks the sidewalk should be on Court Street because we certainly don’t want people who go so far down and have to cross over to reach sidewalk. Mr. Hartman stated that it is his understanding that the multi-use pathway can be connected to this business and Cowgill Street is a very narrow street and has no sidewalks. That’s where it 64

Item 2. fronts and there is a multi-use pathway there. Is that correct? Responding to Mr. Hartman, Ms. Bulkilvish stated that is correct. The multi-use path goes along Martin Luther King Jr. Boulevard and then wraps around that kind of peninsula to go down South DuPont Highway. There is no sidewalk currently on Cowgill Street but the applicant is proposing connection from that multi- use path along Martin Luther King Jr. Boulevard to the site. There is also no sidewalk on the Court Street section on the same side of the street that the development is proposed as well. Ms. Gudorp asked if Planning Staff had the aerial exhibit that shows the reasoning behind the waiver. She thinks that would help to get a better picture of the sidewalk connectivity. The trail is lost on the black and white rendering. Responding to Ms. Gudorp (by showing an aerial map on screen), Ms. Bulkilvish stated that you can see the multi-use path does wrap around the corner at Martin Luther King Jr. Boulevard and South DuPont Highway. There is no sidewalk on either side of Court Street or Cowgill Street currently. Ms. Gudorp stated that they were just trying to figure out what made the most sense. You already have the trail around the whole perimeter and they thought that making this connection would help the people that wanted to walk over to the Car Wash. Mrs. Maucher asked if this was a 24 hours a day operation or what will the hours be. Responding to Mrs. Maucher, Mr. Dowell stated that typically the hours are either 7AM-7PM or 7AM-9PM Mrs. Maucher questioned how long it takes to get through the actual car wash? Is there any concern about backup on roadways to get in there and through the Car Wash? Responding to Mrs. Maucher, Mr. Dowell stated that it is roughly a 2.5 to 3 minute process from the entrance of the tunnel to the end. Mrs. Maucher asked if they knew how many cars in a line the site could hold without spilling back onto the roadway. Responding to Mrs. Maucher, Mr. Dowell stated that if you start at the cue from the entrance to the Car Wash, he is not sure that they have an exhibit that shows it, but he would think that there is a minimum of twenty (20) to twenty-five (25) cars. Mrs. Maucher asked if the lighting would be illuminated all night or dimmed down after closing. Responding to Mrs. Maucher, Mr. Dowell stated that after hours would be just enough for security purposes. They do not have any stores open currently in the State of Delaware but he has looked at stores that they are operating in Florida and the Carolinas. They typically run on Monday through Saturday 7AM-8PM and then on Sunday from 8AM-6PM. Mrs. Maucher stated that there were a number of recommendations from Staff regarding dumpsters, site access, sidewalks and the opaque barrier. Did you have any comments on those additional recommendations by Planning Staff? Responding to Mrs. Maucher, Ms. Gudorp stated that as Ms. Bulkilvish stated earlier, they are going to be reducing the drive aisle widths to twelve (12) feet so that they can allow more space for the growth of shrubs as well as the opaque fence barrier. That will be updated in their next plan. Regarding the dumpster location, the site is bounded by a twenty (20) foot front yard setback and a thirty (30) foot rear yard setback. As you can see, they don’t have much room to locate the dumpster properly. So, they have placed it here to try and fit it with the best access for the trash truck. Regarding the site access, the explanation 65

Item 2. of signage and the question on if people would be confused trying to enter the Car Wash to the pay station lanes versus that other entrance; so, they will be making sure that the signage is clear so that there isn’t any confusion. Mr. Jarrett stated that they have gone through the process as it has been laid out and he doesn’t want anyone to think that they have tried to circumvent anything. They do plan on have the appropriate meeting with DelDOT. They thought that they were going through this process as it has been laid out before us. So, he just wanted to make sure that the Commission was aware that they were not trying to circumvent anything. Mrs. Maucher opened the public hearing and after seeing no one wishing to speak, closed the public hearing. Mrs. Malone moved to table application S-22-01 Caliber Car Wash at 280 Cowgill Street until we have a more defined traffic agreement between the City and State, seconded by Mrs. Denney; she agrees whole heartedly with the need for a traffic study in that particular area before she is willing to make any motions or movements on it. Ms. Bulkilvish asked if the Commission could give more information on a timeframe as she thought this was a long-term thing that was happening. Mr. Lyon stated that if you are waiting on the Memorandum of Understanding to be completed between the City and the State, that’s not going to tell you anything about the traffic. That is really just about long-term maintenance of the road and any sort of tradeoffs that they are doing with the State. It is nothing to do specifically with this project. He would advise that if you are going to make a motion, you would say that it be tabled until the traffic recommendations are brought forth from DelDOT. Mrs. Malone accepted the amendment to the motion and the motion was carried 6-0 by roll call vote with Mr. Cooper, Mr. Roach and Dr. Jones absent. Mrs. Malone voting yes; for reasons stated. Mrs. Denney voting yes; she does think that there is a significant amount of traffic there as well as pedestrian traffic. She thinks that they really need to hear from DelDOT specifically as to what they think about this. They have so much squeezed in there that they had a hard time finding a location for a trash dumpster. So, overall, maybe we shouldn’t be in such a hurry to just get this all sorted out with that traffic issue. Mr. Hartman voting yes; because of the concern of the impact to the adjacent business and the impact to the adjacent neighborhood and he doesn’t believe that they have enough information to make a decision. Speaking to Mr. Jarrett’s concerns about trying to circumvent the process; nobody thinks that. They just want the process to catch up with you and they hope that you have a successful project here. Mr. Baldwin voting yes; until they get enough information about the Traffic Impact Study. Mrs. Welsh voting yes; for all of the reasons previously stated. Mrs. Maucher voting yes; it will be interesting because she knows that Martin Luther King Jr. Boulevard is a main access road into the State Office Complex so she thinks that morning and afternoon traffic would be an issue that needs to be looked at. 66

Item 3. City of Dover DATA SHEET FOR MINOR SUBDIVISION PLAN REVIEW DEVELOPMENT ADVISORY COMMITTEE MEETING OF April 6, 2022 PLANNING COMMISSION MEETING OF April 18, 2022 Plan Title: Lands of Bayroadcap, LLC at 600 Bay Road, SB-22-03 Plan Type: Minor Subdivision Plan Associated Plans: Bay Road Commercial at 560 & 600 Bay Road, S-17-20 DSP Administration Building Updated to Bay Road Commercial, S-19-20 Landing Square (Condition Use Plan for Apartments), C-20-02 Landing Square Commercial Building; Phase 2 Revised (Site Plan), C-20-02 Lands of Bayroadcap, LLC at 600 Bay Road, SB-21-01 Applicants/Owners: Bayroadcap, LLC and Bayroadcap Phase 1, LLC Property Location: West side of Bay Road near its intersection with Blue Hen Boulevard and the Bay Road Plaza entrance drive Property Address: 600 Bay Road Tax Parcels: ED-05-077.00-01-09.00-000 and ED-05-077.00-01-09.01-000 Existing Parcels: Lot 1: 4.95 acres +/- Lot 2: 7.99 acres +/- Total: 12.49 acres +/- Parcels to be Created: Lot 1: 4.8365 acres +/- Lot 2: 4.7580 acres +/- Lot 3: 3.3421 acres +/- Zoning: C-4 (Highway Commercial Zone) P. O. Box 475 Dover, DE 19903 67 Community Excellence Through Quality Service

Item 3. City of Dover CITY OF DOVER Planning Office DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY D.A.C. MEETING DATE: April 6, 2022 APPLICATION: Minor Subdivision Plan for Lands of Bayroadcap, LLC at 600 Bay Road FILE #: SB-22-03 REVIEWING AGENCY: City of Dover Planning CONTACT PERSON: Dawn Melson-Williams, AICP PHONE #: (302) 736-7196 I. PLAN SUMMARY This Application is the Review of a Minor Subdivision Plan for the two (2) existing Lots of the overall 12.9366 +/- acre Landing Square Commercial Development on Bay Road. The Plan proposes to subdivide the larger of the Lots (with direct frontage on Bay Road) into two (2) new Lots identified as Lots 2 and 3. The Plan also notes a Minor Lot Line Adjustment between Lot 1 and the proposed Lot 2. Lot 1 is proposed to be 4.8365 +/- acres and is to the rear (west) of the overall site. Lot 2 is proposed to be 4.7580 +/- acres fronting on Bay Road in the northern portion of the site. Lot 3 is proposed to be 3.3421+/- acres fronting Bay Road in the southeastern portion of the Site. The subject site is located on the west side of Bay Road near its intersection with Blue Hen Boulevard and the Bay Court Plaza entrance drive. The property is zoned C-4 (Highway Commercial Zone). The owners of record are Bayroadcap Phase 1, LLC and Bayroadcap, LLC. Property Address (both Lots): 600 Bay Road. Tax Parcel Numbers: ED-05- 077.00-01-09.00-000, ED-05-077.00-01-09.01-000. Council District 2. Previous Application Reviews and Plan Approvals The property has been the subject of several applications for site development; the most recent applications are noted as follows. A previous Minor Subdivision Plan SB-21-01 was approved by Planning Commission in March 2021 to subdivide the Bay Road Commercial property at 600 Bay Road consisting of 12.94 acres +/- into two parcels (Lot 1 and Lot 2). Lot 1 consists of 4.95 acres+/- encompassing the western portion of the property was developed with Phase 1: Building, stormwater management facility, and parking area. Lot 1 does not have frontage on Bay Road; however, it was granted a Subdivision Waiver to allow Lot 1 to be created without direct frontage on a public street by City Council action on April 12, 2021. Lot 2 consists of 7.99 acres+/- encompassing the eastern residual portion of the property with frontage on Bay Road. Regarding the development of the Lot 1 area, Site Plan Application S-19-20 Delaware State Police Building Update at Bay Road Commercial was approved by the Planning Commission in September 2019 and received Final Plan Approval on March 6, 2020; the Plan superseded Application S-17-20 Bay Road Commercial previously approved by the Planning Commission in July 2017 with Final Plan Approval of July 23, 2019. The Office Building and associated site 68

Item 3. SB-22-03 Minor Subdivision Plan for Lands of Bayroadcap, LLC at 600 Bay Road DAC Report of April 6, 2022 Page 2 improvements are complete for this Phase 1 area. For the development of the Lot 2 area with an Office Building and 2 Restaurants, Site Plan Application C-20-02 Landing Square: Revised Phase 2 Area was approved by the Planning Commission on August 17, 2020 and achieved Final Plan approval on February 25, 2021. This Office Building is currently under construction, but construction of the restaurant buildings has not commenced. A proposal for development of an Apartment Building in the Lot 2 area reviewed as Conditional Use Site Plan C-20-02 was denied by the Planning Commission in July 2020. II. PROJECT DESCRIPTION – Minor Subdivision This Minor Subdivision Plan proposes to subdivide the overall commercial property into a total of 3 lots. See the following Table for summary of the lots. Site Current Proposed Building/Area Use Acreage Acreage Lot 1 4.9451 4.8365 acres Phase 1 Area: Existing Office Building acres constructed under Site Plan S-19-20 Lot 2 7.9915 4.7580 acres Phase 2 Area: Office Building under acres construction. Also includes area for a Restaurant shown on Site Plan C-20-02 Revised Lot 3 Not 3.3421 acres Phase 3 Area: Vacant land with vacant building applicable (to be demolished) that is proposed for development of as a parking lot and a Restaurant with Site Plan C-20-02 Revised TOTAL 12.9366 12.9366 acres acres The procedures for subdivision of land are found in the Land Subdivision Regulations. Planning Staff confirms this application as a Minor Subdivision. Therefore, the Planning Commission may find the application is subject to one public hearing and review for action by the Planning Commission followed by the administrative process to complete the Final Plat for recordation. In order to subdivide the property, the plan review must ensure that the subdivision does not create any non-conformities with the bulk standards of the Zoning Ordinance. These bulk standards include minimum lot size, front yard setbacks, side yard setbacks, rear yard setbacks, floor area ratio, etc. See discussion below under Zoning Review. III. ZONING REVIEW C-4 Zoning District The property is zoned C-4 (Highway Commercial Zone) and subject to the regulations of Zoning Ordinance, Article 3 Section 16 and Article 4 Section 4.15. The following table highlights some of the lot design standards for the C-4 (Highway Commercial Zone). 69

Item 3. SB-22-03 Minor Subdivision Plan for Lands of Bayroadcap, LLC at 600 Bay Road DAC Report of April 6, 2022 Page 3 Minimum Required C-4 Lot Width (ft.) 150 Lot Depth (ft.) 150 Front Yard Setback (ft.) 20 Side Yard Setback (ft.) 15 Rear Yard Setback (ft.) 10 or equal to bldg. height Side or rear yards which adjoin a residence zone (ft.) 30 Off-Street Parking Spaces Per 300 sq. ft. floor area or 1 Per employee (whichever is greater) 1 Maximum Permitted: Building Height: Stories 6 Feet 75 Floor Area Ratio 4.0 Lot Coverage 75% The Plan sheet submitted shows some of the current site improvements of Lot 1 with the Office Building and its associated parking lot as the Phase 1 development completed under S-19-20. The property line between Lot 1 and Lot 2 is again proposed for adjustment with this Plan SB- 22-03. Compliance with the setbacks from the property lines is confirmed for this existing Lot 1: Office Building. The placements of any proposed and under construction buildings on Lot 2 must also comply with the C-4 setbacks; this must be confirmed. The Plan sheet does not include building and site improvement information for Lot 2 to make such determination. The east property line of Lot 1 will be utilized to derive the front yard setback on Lot 1 and will also serve as the rear property line (for the rear yard setback) for Lot 2 and Lot 3. Also, the existing Lot Coverage of Lot 1 is listed as 74% which complies with the maximum allowed of 75% for that lot. For Lot 2 and Lot 3, the maximum allowed Lot Coverage is 77.9%, as approved as part of Site Plan S-19-20 and C-20-02. The Lot Coverage was established by approved plans prior to amendments to the C-4 zone bulk standards (Ordinance #2018-06). Previously, Lot 1 was granted a Subdivision Waiver to allow the lot’s creation without frontage on a public street (Bay Road). Lot 1 does have frontage along the privately maintained entrance drive (Bay Court Plaza Entrance Drive) located on the adjacent property to the south which allows for the lot’s access to a public street. This entrance drive is subject to easement provisions granted access to several adjacent properties. Lot 2 and Lot 3 have frontage on a public street (Bay Road). This subdivision of land and any future development or use of the parcels are subject to the requirements found in the City of Dover Zoning Ordinance, Article 3 §16 and referenced sections outlined in the permitted uses for the C-4 Zone. 70

Item 3. SB-22-03 Minor Subdivision Plan for Lands of Bayroadcap, LLC at 600 Bay Road DAC Report of April 6, 2022 Page 4 IV. SITE CONSIDERATIONS Site Access There are multiple entrances proposed to the overall property site: a right-in/right-out on Bay Road and three access/exit points off the Bay Court Plaza entrance drive which intersects with Bay Road at a signalized intersection of Bay Road and Blue Hen Boulevard (to the east). Lot 1 is served by two access/exit points off the Bay Court Plaza entrance drive; one is at the parking lot drive aisle (located just on Lot 3) which allows entry to the parking lot area on the east (front) side of the Office Building and one that serves the area west of the Office Building. One from Bay Road serves Lot 2. And the eastern access/exit point off the Bay Court Plaza entrance drive) serves the Lot 3 area while through potential parking circulation drives will also allow access to Lot 1 and Lot 2. On the proposed Lot 2 area, the Plan continues to identify the cross-access interconnection to a neighboring parcel to the north (550 Bay Road). On the proposed Lot 3, the Plan identifies cross- access interconnection to the adjacent parcel on Bay Road (580 Bay Road surrounded by the subject site and owned by The Law Office of Karen Y. Vicks). Parking The parking requirement for C-4 (Highway Commercial Zone) is based on a rate of one parking space per 300 square feet of floor area and/or based on an alternative parking rate for a specific use. The approved Site Plans (S-19-20 and C-20-02) for the overall property depict vehicle and bicycle parking spaces on both Lot 1, Lot 2, and proposed Lot 3. Sidewalk Zoning Ordinance, Article 5 §18 requires the installation of sidewalks along the public street frontage of a property whenever such property involves a development proposal which is subject to Planning Commission review and approval. For the lands involved in this Minor Subdivision Plan, there are existing sidewalks along portions of the Bay Court Plaza entrance drive and a proposed multi-use pathway along the Bay Road frontage of Lot 2 and Lot 3 as identified on Site Development Plans. V. TREE AND LANDSCAPE PLANTING When site development of the individual parcels (Lots 1, 2, and 3) occurs, the development will be required to meet the provisions for Landscape Guidelines and Tree Planting and Preservation. These tree planting and landscaping requirements are subject principally to the regulations found in Zoning Ordinance, Article 5 Sections 15 and 16 and are also addressed in other various sections of code related to buffering, screening, and open space. There are existing tree plantings that have already occurred with the development of the Phase 1 area (proposed Lot 1) including partial implementation of an approved Tree Mitigation Plan which plants trees on the adjacent property to the south. As approved, Site Plan S-19-20 and C-20-02 include the tree planning and landscape plans for the overall complex. VI. CITY AND STATE CODE REQUIREMENTS The subject proposal has been reviewed for code compliance, plan conformity, and completeness in accordance with this agency’s authority and area of expertise. The following items have been identified as elements which need to be addressed by the applicant: 71

Item 3. SB-22-03 Minor Subdivision Plan for Lands of Bayroadcap, LLC at 600 Bay Road DAC Report of April 6, 2022 Page 5 1) Sheet 1, in the Data Column: a. List owner of record for Lot 1 as Bayroadcap Phase I, LLC. b. Correct the property map number: Parcel 10 is Parcel 9.01. c. In Item #8, list as proposed lots. 2) Sheet 1, General Notes: a. Clarify General Notes Items #6 as the Parcel number for the subject parcel is incorrect. The Parcel 9.00 was the number given to the previously combined large tract not Parcel 10.00. b. Update General Note Item #7 with correct parcel numbers. c. Update Note #8 for notes regarding cross access easements regarding Lot 1, Lot 2, and Lot 3. d. List reference dates (Items #10 and #11) for previous Record Plats that are being superseded. e. Clarify the existing (recorded) cross access easements to be established on the Lot 2 and Lot 3 areas. 3) Sheet 1: On the plan drawing complete the following corrections (and also as depicted on Exhibit Sheet): a. Add certification note and name/title of signer on behalf of Lot 1 property owner (Bayroadcap Phase 1, LLC). b. Remove pavement and fencing depicted on adjacent property to the north of Bay Road One, LLC. Remove power pole label and tie line. c. Update location of property lines to north of subject site (for the Bay Road One, LLC properties). d. Label segment between Lot 1/Lot 2 to be removed with the proposed property line adjustment in this area (east end of stormwater management pond. e. Label distance from north end of Lot 1 Office Building to the new line (length of 171.64 ft.) f. Add current ownership, tax parcel number label ED-05-077.00-01-09.00-000, reference and size information for the current Lot 1. g. Correct the tax parcel number label on the drawing to be ED-05-077.00-01-09.01-000 for Residual Lot 2 area and update the reference and size. h. Correct the front yard setback for Lot 1 to be 20 feet along the east property line (length of 521.97 feet) i. Label Lot 1 Building as “Existing Office Building.” j. Confirm that the new building under construction on Lot 2 complies with the setback determination. Add building location to the plan and any paved areas. 4) The Record Plan Sheet must document and identify any easements for cross access, utilities, drainage, etc. associated with the subdivision of these lots; these appear to be shown and clarified. However, any associated recorded documents may need to be updated to clarify the rights are for Lot 1, Lot 2, and Lot 3. 5) Provide any information on any agreements established regarding responsibilities for construction, dedication, maintenance, etc. for areas with the overall project such as circulation aisles, walking paths, open spaces, landscaping, stormwater management, etc. that 72

Item 3. SB-22-03 Minor Subdivision Plan for Lands of Bayroadcap, LLC at 600 Bay Road DAC Report of April 6, 2022 Page 6 are shared between the Lots. Add notes to the Record Plan sheet as necessary for reference. 6) Lot 1 does not have frontage on a public street; however, it was previously granted a Subdivision Waiver. Add notation. 7) Also confirm that all necessary easements to provide access to and between the Lots, including any access required for utility installation and drainage needs, shall be secured, and incorporated into the Record Plan prior to approval of the Minor Subdivision for recordation. Additional deed documents may need to be recorded. 8) The Final Record Plat submission must include requirements described in Dover Code of Ordinances, Appendix A: Land Subdivision Regulations, Article IV, C. Plat and any additional requirements of the Planning Commission. 9) The formal Record Plan will need to be recorded upon completion of the approval process with any corrections identified by the reviewing agencies. VII. RECOMMENDED ADDITIONAL CONSIDERATIONS TO MEET CODE OBJECTIVES: The Land Subdivision Regulations, Article I. Purpose, indicates that the regulations are adopted in order to promote and protect the public health, safety, convenience, and general welfare; ensure the orderly growth and development of the City, the conservation, protection and proper use of land, and adequate provision for housing, recreation, circulation, utilities, and services; and safeguard the City from undue future expenditure for the maintenance of streets and public spaces. 1) This Minor Subdivision Plan creates a total of three (3) lots from the existing two lots; the areas remain zoned C-4. The Subdivision Plan generally complies with the Land Subdivision Regulations. 2) The proposed Minor Subdivision Plan for the was evaluated. The subdivision of this property into three (3) individual lots does not impede the plan to develop the site. The applicant notes a financial motivation related to ease of multiple phases of development of the property that will continue to function as one complex. a) The Plan approval should require cross access easements among all three Lots and along the Bay Court Plaza entrance drive to ensure permanent access to Bay Road is secured. b) The Plan should include easements allow for the owners of each lot to make any improvements necessary to the internal circulation system and to ensure that internal circulation and site access to all Lots are beneficial to the public health, safety, and general welfare. Other agencies may recommend additional conditions and safeguards in accordance with their areas of expertise. The Recommended Additional Considerations to Meet Code Objectives are offered for consideration by the Planning Commission. 73

Item 3. SB-22-03 Minor Subdivision Plan for Lands of Bayroadcap, LLC at 600 Bay Road DAC Report of April 6, 2022 Page 7 VIII. ADVISORY COMMENTS TO THE APPLICANT: 1) In the event, that major changes and revisions to the Minor Subdivision Plan occur in the finalization of the Plan contact the Department of Planning and Inspections. These changes may require resubmittal for review by the Development Advisory Committee, Planning Commission, or other agencies making recommendations in regard to the plan. 2) Following Planning Commission approval of the Minor Subdivision Plan, the Plan must be revised to meet all conditions of approval from the Development Advisory Committee or as otherwise noted. A Check Print must be submitted for review by Planning Office Staff. Upon determination that the Plan is complete and all agency approvals have been received, copies of the Plan must be submitted for final endorsement prior to recordation at the Kent County Recorder of Deeds Office. 3) Other agencies and departments which participate in the Development Advisory Committee may provide additional comments related to their areas of expertise and code requirements. 4) Planning Staff recommends working with the City’s Tax Assessment Office to clarify property addresses for this multi-building complex as it appears that buildings on separate parcels have the address of 600 Bay Road or may be addressed as 600A and 600B which could be confusing. 5) The applicant shall be aware that Minor Subdivision Plan approval does not represent a Building Permit, Demolition Permit, Sign Permit, and associated construction activity permits. A separate application process is required for issuance of a Permit from the City of Dover. If you have any questions or need to discuss any of the above comments, please call the above contact person and the Planning Department as soon as possible. 74

Item 3. CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: MARCH 30, 2022 APPLICATION: Lands of Bayroadcap, LLC at 600 Bay Road: Minor Subdivision FILE #: SB-22-03 REVIEWING AGENCY: City of Dover Department of Public Works and Water & Wastewater CONTACT PERSON: Jason A. Lyon, P.E., Director of Water & Wastewater / Engineering Servces CONTACT PHONE #: 302-736-7025 CONTACT PHONE #: jlyon@dover.de.us T HE S UBJECT P ROPOSAL HAS BEEN R EVIEWED FOR C ODE C OMPLIANCE , P LAN C ONFORMITY AND C OMPLETENESS IN A CCORDANCE WITH THIS A GENCY ’ S A UTHORITY AND A REA OF E XPERTISE . T HE F OLLOWING I TEMS HAVE BEEN I DENTIFIED AS E LEMENTS W HICH N EED TO BE A DDRESSED BY THE A PPLICANT : CITY AND STATE CODE REQUIREMENTS WATER 1. Previously approved plans depicted private water mains crossing the proposed property lines. Easements between the two (2) property owners shall be required prior to approval. WASTEWATER 1. Previously approved plans depicted private wastewater mains crossing the proposed property lines. Easements between the two (2) property owners shall be required prior to approval. SANITATION / STORMWATER / STREETS / GENERAL 1. None. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES SANITATION / STORMWATER / STREETS / WATER / WASTEWATER / GENERAL 1. None ADVISORY COMMENTS TO THE APPLICANT SANITATION / STORMWATER / STREETS / WATER / WASTEWATER / GENERAL 1. None. I F Y OU H AVE A NY Q UESTIONS OR N EED TO D ISCUSS ANY OF THE A BOVE C OMMENTS , P LEASE C ALL THE A BOVE C ONTACT P ERSON AND THE P LANNING D EPARTMENT AS S OON AS P OSSIBLE . 75

Item 3. CITY OF DOVER ELECTRIC DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: MARCH 30, 2022 APPLICATION: Lands of Bayroadcap, LLC at 600 Bay Road: Minor Subdivision Plan FILE #: SB-22-03 REVIEWING AGENCY: City of Dover Electric Department CONTACT PERSON: Shawn Burgett, Engineering Services & System Operations Superintendent CONTACT PHONE #: 302-674-7568 CONTACT EMAIL #: sburgett@dover.de.us T HE S UBJECT P ROPOSAL HAS BEEN R EVIEWED FOR C ODE C OMPLIANCE , P LAN C ONFORMITY AND C OMPLETENESS IN A CCORDANCE WITH THIS A GENCY ’ S A UTHORITY AND A REA OF E XPERTISE . T HE F OLLOWING I TEMS HAVE BEEN I DENTIFIED AS E LEMENTS W HICH N EED TO BE A DDRESSED BY THE A PPLICANT : CITY AND STATE CODE REQUIREMENTS ELECTRIC 1. The roadway and curbing must be in. 2. The right-of-way must be within 6" of final grade. 3. The property corners must be staked. 4. Owner is responsible for locating all existing underground electric, communications and water facilities. 5. Owner is responsible for installing all conduits and equipment pads per the City of Dover Engineering Department specifications. 6. Owner is responsible for site and/or street lighting. 7. Meter locations will be determined by City of Dover Engineering Department. 8. Load sheets and AutoCAD compatible DXF or DWG diskettes of site plans, including driveways, are required prior to receiving approved electrical construction drawings. 9. Any relocation of existing electrical equipment will be engineered by the City of Dover Electric Department. Developer may be required to perform a quantity of the relocation. Any work performed by the City of Dover will be at the owner’s expense. 10. Prior to construction, owner is responsible for granting an easement to the City of Dover Electric Department. Easement forms will be furnished and prepared by the City of Dover Electric Engineering Department. 11. Fees will be assessed upon final site plans. The owner will be responsible for fees assessed prior to construction. Owner is required to sign off plans prepared by the Electric Department. 12. Must maintain 10' clearance around all electrical equipment, unless pre-approved by the City of Dover Electric Engineering Department. 76

Item 3. Lands of Bayroadcap, LLC at 600 Bay Road: Minor Subdivision Plan File #: SB-22-03 Mar 30, 2022 Page 2 of 2 13. Prior to the completion of any/all designs and estimates, the owner is responsible for providing the Electric Engineering Department with a physical address of the property. 14. All Engineering and design for Dover Electric will be engineered upon final approved plans. All Engineering work will be furnished by the City’s Electric Engineering Department. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES ELECTRIC 1. Owner must give the City of Dover Electric Department three (3) months’ notice prior to construction. Owner is responsible for following the requirements outlined in the City of Dover’s Electric Service Handbook. The handbook is now available on the website at the following link: https://evogov.s3.amazonaws.com/media/27/media/13108.pdf. ADVISORY COMMENTS TO THE APPLICANT ELECTRIC 1. Provide load sheets as soon as possible for proper sizing of transformers and creation of primary fee estimates. Current load sheets can be found at the following link: https://www.cityofdover.com/media/Electric%20Department/COD%20Electric%20Load%20Sheet.pdf. I F Y OU H AVE A NY Q UESTIONS OR N EED TO D ISCUSS ANY OF THE A BOVE C OMMENTS , P LEASE C ALL THE A BOVE C ONTACT P ERSON AND THE P LANNING D EPARTMENT AS S OON AS P OSSIBLE . 77

C F SB-22-03 Item 3. I I T R CITY OF DOVER Y E DEVELOPMENT ADVISORY COMMITTEE O M F A APPLICATION REVIEW COMMENTARY R D.A.C. MEETING DATE: D S O H V A E L R APPLICATION: Lands of Bayroadcap, LLC at 600 Bay Road Minor Subdivision Plan FILE #: SB-22-03 REVIEWING AGENCY: City of Dover, Office of the Fire Marshal CONTACT PERSON: Jason Osika, Fire Marshal PHONE #: (302) 736-4457 THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY, AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY’S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESS BY THE APPLICANT: CITY AND STATE CODE REQUIREMENTS: 1. Proposal is a minor subdivision plan. This office has no objections. 2. Every house, building or structure used or intended for use as living quarters or as a place for conducting business, and having any wall facing or abutting any public or private street or alley, shall have displayed on that wall, in legible, easily read characters which are of contrasting color to the background, the proper street number for such house, building, or structure in accordance with the following: One-family and two-family residential structures, height, the number shall measure a minimum of four inches in height, location, the number shall be placed on the house above or to the left or right of the front entrance, color, the number shall be contrasting to the background color, Arabic numerals, all numbers shall be Arabic numerals. Multiple-family dwellings, measurements, the number shall measure a minimum of six inches when identifying individual apartments with exterior doors, and 12 inches when identifying buildings with apartment complexes where there are two or more buildings not assigned street addresses. Individual buildings with street addresses shall have numbers measuring six inches, location, numbers shall be placed either in the center of the building or on the street end of the building so as to be visible from either the public or private street or from the parking lot, color, numbers shall be contrasting to the background color, Arabic numerals, all numbers used shall be Arabic numerals. Commercial, industrial and office buildings, height, the numbers shall measure a minimum of 12 inches in height, location generally, numbers shall be placed either in the center of the building or on the 78

Item 3. street end of the building so as to be visible from either the public or private street or from the parking lot, property line or driveway, should the building be located far enough from a public or private road so that the numbers are not clearly visible from the street, then the street address shall also be posted on the property at or near the property line or driveway to said building, color; each building, numbers shall be contrasting to the background color and shall be placed on each building in the complex, Arabic numerals, all numbers used shall be Arabic numerals, Shopping centers. Shopping centers consisting of two or more stores shall have a tenant or suite number affixed to the front of the tenant space and on the outside of the rear door which corresponds with that tenant space. Numbers shall measure six inches in height. (City of Dover Code of Ordinances, 98-344) 3. Project to be completed per approved Site Plan. ADDITIONAL / SPECIFIC REQUIREMENTS TO OBTAIN APPROVAL: 1. Believe that there is a drive aisle above lot 1 parking 2. Building under construction on lot 2 not shown APPLICABLE CODES LISTED BELOW (NOT LIMITED TO): 2021 NFPA 1 Fire Code (NFPA; National Fire Protection Association) 2021 NFPA 101 Life Safety Code (NFPA; National Fire Protection Association) 2019 NFPA 72 National Fire Alarm and Signaling Code (NFPA; National Fire Protection Association) 2019 NFPA 13 Installation of Sprinkler Systems (NFPA; National Fire Protection Association) 2009 IBC (International Building Code) Latest editions of all other NFPA Codes as defined by the Delaware State Fire Prevention Regulations 2021 Delaware State Fire Prevention Regulations City of Dover Code of Ordinances *If you have any questions or need to discuss any of the above comments, please call the above contact person listed. 79

Item 3. CITY OF DOVER D E DEVELOPMENT ADVISORY COMMITTEE L APPLICATION REVIEW COMMENTARY D O T =============================================================== APPLICATION: Lands of Bayroadcap, LLC FILE#: SB-22-03 REVIEWING AGENCY: DelDOT CONTACT PERSON: Ryan Schroder PHONE#: 302-760-2674 =============================================================== THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY'S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESSED BY THE APPLICANT: CITY & STATE CODE REQUIREMENTS: No person, firm, corporation or the like shall construct, open, reconstruct, maintain, modify or use any crossing or entrance onto a state-maintained highway, street or road, including any drainage modifications leading into or carried by the highway drainage system, without first having complied with standards and regulations adopted by the Department and having obtained a permit issued by the Department. Please contact the Delaware Department of Transportation - Development Coordination section to begin permit process. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES: ADVISORY COMMENTS TO THE APPLICANT: 1. Record & Site Plans were originally approved on January 2, 2019, and were superseded by revised plans approved on February 8, 2021. The Record Plan was superseded by revised plans approved on June 11, 2021. 2. Updated Record Plans will need to be submitted to DelDOT Development Coordination for review. If no changes to the site layout or additional construction is proposed, the plans can be submitted as finals. 80

KENT CONSERVATION DISTRICT Item 3. 1679 SOUTH DUPONT HIGHWAY • DOVER, DELAWARE 19901• (302) 608-5370 • WWW.KENTCD.ORG CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY APRIL 2022 APPLICATION: Lands of Bayroadcap, LLC at 600 Bay Road: Minor Subdivision Plan FILE #: SB-22-03 REVIEWING AGENCY: Kent Conservation District CONTACT: Kate Owens PHONE: 302-608-5370 EMAIL: stormwater@kentcd.org THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY’S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESSED BY THE APPLICANT: Source: 2019 Delaware Sediment and Stormwater Regulations CITY AND STATE CODE REQUIREMENTS: 1. A stormwater facility footprint is to be shown on the record plan for all facilities. 2. Plan is to show drainage easements on any storm drain pipe that runs between parcels. 3. Ownership maintenance responsibility of stormwater facilities is to be defined and written on the record plan. 4. An operation and maintenance agreement is to be drafted, signed by owner(s), and legally recorded. ADVISORY COMMENTS TO THE APPLICANT: 1. Please submit a revised plan set with owners identified for each parcel to the Kent Conservation District. 2. Submit a copy of the operation and maintenance agreements of all stormwater facilities to the Kent Conservation District. 81

24x36 24x36 Item 3. 24x36 OWNERS CERTIFICATION 24x36 WE, BAYROADCAP, LLC HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE PROPERTY DESCRIBED AND N SHOWN ON THIS PLAN, THAT THE PLAN WAS MADE AT OUR DIRECTION, AND THAT WE ACKNOWLEDGE THE S. LITTLE CREE SAME TO BE OUR ACT AND DESIRE THE PLAN TO BE RECORDED AS SHOWN IN ACCORDANCE WITH ALL K RD. APPLICABLE LAWS AND REGULATIONS. 24x36 24x36 BAYROADCAP, LLC. DATE 24x36 AY Y VD. 24x36 BA BL HIGH N NORTHBOUND W AD HE SURVEYORS CERTIFICATION RO E LU 24x36 PON SITE B I, JEFFREY C. DODD, HEREBY CERTIFY THAT I AM A REGISTERED SURVEYOR IN THE STATE OF DELAWARE, THAT ARCH I T E C TURE 24x36 THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY SUPERVISION AND TO MY BEST T ENG I NE E R I NG KNOWLEDGE AND BELIEF REPRESENTS GOOD SURVEYING PRACTICES AS REQUIRED BY THE APPLICABLE LAWS S. D OF THE STATE OF DELAWARE. BAY ROAD (K-007) 24x36 U 200' R.O.W. "MINOR ARTERIAL" Dover, DE 24x36 309 S. Governors Ave. JEFFREY C. DODD P.L.S. NO. 782 DATE Dover, DE 19904 Ph. 302.734.7950 24x36 SOUTHBOUND Fax 302.734.7965 24x36 N = 420398.43' Salisbury, MD POWER POLE (TYP.) E = 630325.19' 24x36 312 West Main St. Suite 300 24x36 Salisbury, MD 21801 Ph. 410.546.9100 S 32° 56' 37" E 315.15' S 32° 56' 37" E 220.00' FDH Fax 410.546.5824 24x36 VICINITY MAP SCALE : 1" = 1,200' FCM X X X X FIR 36.54' FIRC 201.50' FIP Wilmington, NC 24x36 X S 57° 15' 29" W X 3205 Randall Parkway, Suite 211 653.02' X 20' B.R.L. Wilmington, North Carolina 28403 24x36 24x36 152.14' Ph. 910.341.7600 S 56° 49' 36" W X VARIABLE WIDTH PERMANENT EASEMENT VARIABLE WIDTH PERMANENT EASEMENT Fax 910.341.7506 SEE: P.B.: 136 PG.: 85 SEE: P.B.: 136 PG.: 85 X 24x36 www.beckermorgan.com 24x36 EXISTING GENERAL NOTES FOR DELDOT : X BUILDING 1. ALL ENTRANCES SHALL CONFORM TO THE DELAWARE DEPARTMENT OF TRANSPORTATION’S (DELDOT’S) X X X X X CURRENT DEVELOPMENT COORDINATION MANUAL (DCM) AND SHALL BE SUBJECT TO ITS APPROVAL. 15' B.R.L. 15' B.R.L. 24x36 24x36 2. NO LANDSCAPING SHALL BE ALLOWED WITHIN R/W UNLESS THE PLANS ARE COMPLIANT WITH SECTION 3.7 N 57° 15' 29" E X LANDS N/F 24' OF THE DEVELOPMENT COORDINATION MANUAL (DCM). 24' WIDE CROSS ACCESS EASEMENT BAY COURT DOVER, LLC LANDS N/F 2-05-077.00-01-16.01-00001 3. SHRUBBERY, PLANTINGS, SIGNS AND/OR OTHER VISUAL BARRIERS THAT COULD OBSTRUCT THE SIGHT X TO BE RE-ESTABLISHED TO BENEFIT LAW OFFICE OF KAREN Y. VICKS DEED BOOK: 6985 PAGE 328 24x36 DISTANCE OF A DRIVER PREPARING TO ENTER THE ROADWAY ARE PROHIBITED WITHIN THE DEFINED LOTS 1, 2, AND 3. 2-05-077.00-01-0800-00001 PLAT BOOK: 84 PAGE 16 24x36 152.02' DEPARTURE SIGHT TRIANGLE AREA ESTABLISHED ON THIS PLAN. IF THE ESTABLISHED DEPARTURE SIGHT SEE: P.B.: XXX PG.: XX DEED BOOK: 9823 PAGE: 273 ZONED: C4 TRIANGLE AREA IS OUTSIDE THE RIGHT-OF-WAY OR PROJECTS ONTO AN ADJACENT PROPERTY OWNER'S X ZONED: C4 LAND, A SIGHT EASEMENT SHOULD BE ESTABLISHED AND RECORDED WITH ALL AFFECTED PROPERTY 24x36 OWNERS TO MAINTAIN THE REQUIRED SIGHT DISTANCE. X 24x36 4. UPON COMPLETION OF THE CONSTRUCTION OF THE SIDEWALK OR SHARED-USE PATH ACROSS THIS S 32° 54' 31" E 201.50' PROJECT’S FRONTAGE AND PHYSICAL CONNECTION TO ADJACENT EXISTING FACILITIES, THE DEVELOPER, X FIP DIST. S 32° 54' 31" E 170.00' FIP THE PROPERTY OWNERS OR BOTH ASSOCIATED WITH THIS PROJECT, SHALL BE RESPONSIBLE TO REMOVE 24x36 ANY EXISTING ROAD TIE-IN CONNECTIONS LOCATED ALONG ADJACENT PROPERTIES, AND RESTORE THE 24x36 S 32° 54' 31" E 15' B.R.L. X 15' B.R.L. AREA TO GRASS. SUCH ACTIONS SHALL BE COMPLETED AT DELDOT’S DISCRETION, AND IN CONFORMANCE WITH DELDOT’S “SHARED-USE PATH AND/OR SIDEWALK TERMINATION POLICY”. 31.50' 24' 5. PRIVATE STREETS CONSTRUCTED WITHIN THIS SUBDIVISION SHALL BE MAINTAINED BY THE DEVELOPER, X 24x36 PROPERTY OWNERS WITHIN THIS SUBDIVISION OR BOTH (TITLE 17 §131). DELDOT ASSUMES NO 24' WIDE CROSS ACCESS EASEMENT 24x36 TO BE RE-ESTABLISHED TO BENEFIT RESPONSIBILITIES FOR THE FUTURE MAINTENANCE OF THESE STREETS. X 24' LOTS 1, 2, AND 3. S 57° 15' 29" W 6. THE SIDEWALKS PATH SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, THE PROPERTY OWNERS SEE: P.B.: XXX PG.: XX OR BOTH WITHIN THIS SUBDIVISION. THE STATE OF DELAWARE ASSUMES NO RESPONSIBILITY FOR X 24x36 THE FUTURE MAINTENANCE OF THE SIDEWALKS. S 57° 15' 29" W NA 24x36 7. ALL LOTS SHALL HAVE ACCESS FROM THE INTERNAL SUBDIVISION STREET. 33.98' D8 X ± 3D N 32° 56' 37" W SP 504.36' PROPERTY LINES TO BE AC 24x36 ESTABLISHED PER THIS PLAT 31.50' GR 24x36 GENERAL NOTES : X RE ID ± S 1. TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON WAS PREPARED BY BECKER MORGAN GROUP,DOVER, DE., BASED ON FIELD RUN SURVEY COMPLETED IN MAY 2021. X ES 42 1 N CR 24x36 2. THE BOUNDARY LINES PORTRAYED HEREON HAVE BEEN ESTABLISHED BASED SOLELY ON PHYSICAL LOT 2 58 3.3 LOT 3 24x36 LANDS N/F EVIDENCE DISCOVERED IN THE FIELD IN CONJUNCTION WITH DETERMINATIONS DERIVED FROM SOURCE OF 4.7580 ACRES± 0A 12 3.3421 ACRES± X 15' B.R.L. 15' B.R.L. BAYROADCAP, LLC. CROSS ACCESS EASEMENT .9 611.15' TITLE AND ADJACENT DEED RECORD INFORMATION. 77.9% IMPERVIOUS 77.9 % IMPERVIOUS BAY COURT PLAZA ENTRANCE BOULEVARD TO BENEFIT PARCEL 10.00 91 365 4.7 2-05-077.00-01-10.00-00001 162.52' 24x36 3. PROPERTY SHOWN HEREON IS SUBJECT TO ANY RIGHT-OF-WAY, EASEMENTS, RESTRICTIONS, ETC. AS MAY X DEED BOOK: RE VOL.: 9090 PAGE: 157 SEE: PB.: 9368 PG.: 203 24x36 BE SHOWN OR NOTED IN ANY RECORD, PUBLIC OR OTHERWISE, OR ANY REQUIREMENT OR REGULATION OF 5A A 12.9366 ACRES ± CR CR ANY PUBLIC AGENCY. ZONED: C4 X ES ES 4. ALL MEASUREMENTS MADE ARE BASED ON A GNSS RTK SITE CALIBRATION SET BY BECKER MORGAN GROUP, LANDS N/F 15' B.R.L. DOVER DE., IN OCTOBER OF 2009. BOTH VERTICAL AND HORIZONTAL COORDINATES FOR SITE CALIBRATION BAY ROAD ONE, LLC LANDS N/F ± 24x36 24x36 WERE DERIVED THROUGH A LIMITED CONSTRAINT POST PROCESS OF STATIC GNSS OBSERVATIONS. 2-05-077.00-01-1001-00001 DEED BOOK: 8585 PAGE 81 X ± S 32° 56' 37" E 232.49' DOVER BAY COURT PLAZA, LLC VERTICAL DATUM IS BASED ON NGS MONUMENT L37 (NAVD 88) WITH TIES TO OTHER NEAR BY PASSIVE NGS 2-05-077.00-01-16.00-00001 ZONED: C4 7.9 DEED BOOK: 6351 PAGE 172 MONUMENTS. HORIZONTAL REFERENCE SYSTEM IS BASED NGS MONUMENTFCM DNREC - DELAWARE STATE X PLAT BOOK: 84 PAGE 16 24x36 PLANE NAD 83 (2007). ZONED: SC2 24x36 15' B.R.L. PROJECT TITLE 5. WHERE GNSS OBSERVATION WERE NOT SUITABLE, MEASUREMENTS WERE MADE WITH A TOPCON QS-3A (PRIVATELY MAINTAINED) X ELECTRONIC TOTAL STATION. TRAVERSE RAN TO/FROM POINTS SET WITHIN CALIBRATION FILE WERE WITHIN S 56° 49' 36" W MINIMUM CLOSURE STANDARD SET BY STATE STATUE FOR A URBAN SURVEY BEFORE ADJUSTMENT. LANDS OF 24x36 6. CROSS ACCESS EASEMENT FOR VEHICULAR ACCESS, INGRESS, AND EGRESS SHOWN HEREON, IS PROVIDED X 24x36 ACROSS PARCEL NO. 2-05-077.00-01-10.00-000 TO BENEFIT PARCELS NO. 2-05-077.00-01-10.01-000 AND NO. 2-05-077.00-01-08.00-000 IN ORDER TO SECURE PERMANENT ACCESS TO AND FROM BAY ROAD (K-41). X BAYROADCAP, LLC 15' B.R.L. 7. CROSS ACCESS EASEMENT FOR VEHICULAR ACCESS, INGRESS, AND EGRESS, SHOWN HEREON, IS PROVIDED 24' 24' WIDE CROSS ACCESS EASEMENT 15' B.R.L. 15' B.R.L. 24x36 ACROSS PARCEL NO. 2-05-077.00-01-16.00-000 TO BENEFIT PARCELS NO. 2-05-077.00-01-10.00-000 AND X TO BE RE-ESTABLISHED TO BENEFIT 24x36 NO. 2-05-077.00-01-18.00-000 IN ORDER TO SECURE PERMANENT ACCESS TO AND FROM BAY ROAD (K-41). LOTS 1, 2, AND 3. 8. A CROSS ACCESS EASEMENT DECLARATION FOR VEHICULAR ACCESS PERTAINING TO UTILITY, PROPERTY SEE: P.B.: XXX PG.: XX AND STORMWATER MAINTENANCE ACROSS THE PARCELS SHOWN HEREON, TO BENEFIT BOTH PARCELS X LANDING SQUARE 24x36 24x36 IS RECORDED IN THE OFFICE OF THE KENT COUNTY RECORDER OF DEEDS. BK_______PG_______. 9. AT ITS MEETING MARCH 15, 2021, THE CITY OF DOVER PLANNING COMMISSION RECOMMENDED X 156.59' APPROVAL OF THE FRONTAGE WAIVER NOT REQUIRING LOT 1 TO HAVE FRONTAGE ON A PUBLIC STREET. N = 419768.73' SUBSEQUENTLY AT ITS MEETING MARCH 23, 2021 THE CITY OF DOVER CITY COUNCIL APPROVED THE ASPHALT DRIVE AISLE E = 630132.24' 24x36 X EDGE OF PAVE 24x36 FRONTAGE WAIVER FOR LOT 1. 10. THIS PLAN SUPERCEDES IN PART THE PREVIOUSLY RECORD PLAN RECORDED IN THE OFFICE OF THE RECORDER OF DEEDS BK 136 PG 85. X 10' B.R.L. OR BUILDING HEIGHT 10' B.R.L. OR BUILDING HEIGHT 24x36 11. THIS PLAN SUPERCEDES IN PART THE PREVIOUSLY RECORD PLAN RECORDED IN THE OFFICE OF THE S 33° 10' 24" E 191.63' SDH 24x36 RECORDER OF DEEDS BK 143 PG 68. X SPK S 33° 10' 24" E 521.97' 600 BAY ROAD 12. PARCEL IS LOCATED WITHIN ZONE X, "AREA OF MINIMAL FLOOD HAZARD" BASED ON FEMA MAP 101.66' 10001C0169J, EFFECTIVE JULY 7, 2014. X 10' B.R.L. CITY OF DOVER 24x36 UPRIGHT CURB KENT COUNTY, DE 24x36 10' B.R.L. X ASPHALT SHEET TITLE 24x36 X PARKING 24x36 AREA N 56° 49' 36" E SITE DATA X N = 420286.55' E = 629672.28' SUBDIVISION PLAN 24x36 1. OWNER OF RECORD: BAYROADCAP, LLC., C/O BILL KRAPF S 33° 10' 24" E 24x36 29.67' 10' B.R.L. 105 FAULK ROAD, SUITE 200 WILMINGTON, DE 19803 XN 15' B.R.L. 51X° 59' X18" EX (302) 429-8700 S 33° 10' 24" E 133.46' 24x36 2. ENGINEER / SURVEYOR: BECKER MORGAN GROUP INC. SPK LOT 1 SIRC 24x36 309 SOUTH GOVERNORS AVENUE 4.8365 ACRES± 39.0' UPRIGHT CURB EXISTING 74% IMPERVIOUS CONCRETE SIDEWALK 41.86' DOVER, DELAWARE 19904 10' B.R.L. OR BUILDING HEIGHT (302) 734-7950 COMMERCIAL S 32° 51' 37" E 10' B.R.L. BUILDING 24x36 3. PROPERTY MAP NUMBER: 2-05-07700-01-0900-00001, 2-05-0700-01-1000-000 7.08' N 56° 49' 36" E 25.3' 24x36 4. PROPERTY LOCATION: LATITUDE N 39° 09' 12.34" WRS80 - NAD83 (2007) FIR S 33° 10' 24" E 171.64' 4.91' LONGITUDE W 075° 30' 32.30" WRS80FIP - NAD83 (2007) FCM FCM 138.9' S 33° 10' 24" E 326.06' 5. DEED SUMMARY: 9090 0157 & 0590 0216 X 20.69' 0 25 50 100 199.96' 24x36 24x36 6. PLAT REFERENCE: P.B.: 143 PG.: 68 ± 7. NUMBER OF PARCELS: EXISTING: 2 ± S PROPERTY LINES TO BE ES PROPOSED: 3 X ESTABLISHED PER THIS PLAT CR 24x36 8. TOTAL SITE AREA: LOT 1 = +4.8365 ACRES ± 1A E SCALE : 1" = 50' 24x36 LOT 2 = +4.7580 ACRES ± LANDS N/F X N 56° 49' 36" E CR 5A LOT 3 = +3.3421 ACRES ± BAY ROAD ONE, LLC 36.81' 36 EXISTING 2-05-077.00-01-1100-00001 4.9 TOTAL AREA= 12.9366 ACRES ± DEED BOOK: 8585 PAGE 81 X 4.8 COMMERCIAL ZONED: C4 45 BUILDING 24x36 9. ZONING CLASSIFICATION: EXISTING: C-4 - HIGHWAY COMMERCIAL 24x36 PROPOSED: C-4 - HIGHWAY COMMERCIAL X ISSUE BLOCK 10. SETBACKS: C4 - HIGHWAY COMMERCIAL 15' B.R.L. FRONT: 20 FT. STORMWATER 24x36 X 24x36 SIDE 15 FT. MANAGEMENT REAR: 10 FT. OR EQUAL TO HEIGHT OF BUILDING POND 11. BULK REQUIREMENTS: C4 - HIGHWAY COMMERCIAL X MAX BUILDING HIEGHT 75' OR SIX STORIES 24x36 24x36 MINIMUM LOT AREA NONE X MINIMUM LOT WIDTH 150 FEET N 57° 08' 23" E MINIMUM LOT DEPTH 150 FEET 830.42' X 24x36 MAX IMPERVIOUS COVERAGE 75% (LOT 1 IMPERVIOUS = 74%) ASPHALT S 56° 49' 08" W 24x36 68.0' MAX IMPERVIOUS COVERAGE 77.9% (LOT 2 & 3) PARKING 18.45' 12. SURVEY DATUM: NGS MONUMENTATION SURVEY LEGEND X AREA 10' B.R.L. OR BUILDING HEIGHT VERTICAL: NAVD88 - L37 N = 420158.22' FCM C-1-NOTES-LEGEND-SURVEY HORIZONTAL: NAD83 (2007) - DNREC ITEM EXISTING PROPOSED E = 629467.49' FCM 1 06/10/21 UPDATED PER DELDOT COMMENTS ISSUED 06/06/21 X 24x36 13. SURVEY UNIT: LINEAR: US SURVEY FOOT 10' B.R.L. OR BUILDING HEIGHT 245.12' N 33° 10' 57" W MARK DATE DESCRIPTION 24x36 UNMARKED POINT FIP DIST. ANGULAR: DEGREES MINUTES SECONDS (DMS) FIP FIP LAYER STATE: MINOR SUB CONCRETE MONUMENT FCM SCM X X X X X X X X X X X X X X X X X X X X X X X X X COORDINATE: GROUND 444.62' X N 33° 00' 44" W X PROJECT NO.: 2016134.05 24x36 14. SURVEY CLASSIFICATION: SUBURBAN SURVEY IRON PIPE FIP SIP 24x36 15. MONUMENTATION: FOUND: 14 X X X X X DATE: 06/01/2021 IRON PIPE W/ CAP FIPC SET: 4 X IRON ROD FIR SIR X X X SCALE: 1" = 50' 16. STATE INVESTMENT LEVEL: LEVEL 1 EXISTING X X X X DRAWN BY: J.H.K. PROJ. MGR.: J.C.D. 24x36 24x36 IRON ROD W/ CAP FIRC SIRC COMMERCIAL LANDS N/F 17. ROAD CLASSIFICATION: MINOR ARTERIAL - BAY ROAD - MAINTENANCE #7 (45 M.P.H.) X LANDS N/F LANDS N/F THE STATE OF DELAWARE DRILL HOLE FDH SDH PIERCE HARDY, L.P. X 591 DUPONT HIGHWAY, LLC X BUILDING 2-05-077.00-01-18.00-00001 SHEET 18. UTILITIES PROVIDER: SEWER: CITY OF DOVER 2-05-077.00-01-12.04-00001 2-05-077.00-01-12.05-00001 DEED BOOK: 456 PAGE 154 WATER: CITY OF DOVER STONE FSTONE X DEED BOOK: 444 PAGE 127 X DEED BOOK: 7232 PAGE 163 ZONED: IO 24x36 ELECTRIC: GAS: CITY OF DOVER CHESAPEAKE GAS PK NAIL FPK SPK PLAT BOOK: 61 PAGE: 47 ZONED: C4 X PLAT BOOK: 118 PAGE: 62 ZONED: C4 X 1 OF 1COPYRIGHT 2015 24x36 X X 82 F:\AutoCAD\Projects\2016\2016134\2016134.03\DWG\201613403-SUBDIVISION-2-C3D15.dwg, Mar 04, 2022 - 2:51pm .PDF 24x36 24x36 2022-03-04

Item 4. City of Dover DATA SHEET FOR SITE DEVELOPMENT PLAN REVIEW DEVELOPMENT ADVISORY COMMITTEE MEETING OF April 6, 2022 PLANNING COMMISSION MEETING OF April 18, 2022 Plan Title: McKee Road Apartments, S-21-11 Plan Type: Site Development Plan Location: Northeast side of McKee Road at the intersection of McKee Road and Scarborough Road Tax Map ID: ED-05-067.00-02-57.00-000 Owner/Applicant: MCKEE CAP, LLC Combined Site Area: 78.60 +/- acres Zoning: RG-2 (General Residence Zone), C-2A (Limited Central Commercial Zone), and subject to the COZ-1 (Corridor Overlay Zone) Current Use: Vacant Land, Wooded Areas, Wetlands Proposed Use: Multi-family community containing sixteen (16) apartment buildings, each with twenty-four (24) units for a total of 384 Units. Off Street Parking: Required – 864 spaces Proposed – 768 spaces (parking lots and small garage buildings) Sewer & Water: City of Dover For Consideration: Active Recreation Plan and Request for Cash-in-Lieu of Recreation Area Construction Waiver Requests: Partial Elimination of Upright Curbing Reduction of Parking Requirement Partial Elimination of Sidewalk Along Frontage 83

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 2 City of Dover CITY OF DOVER Planning Office DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY D.A.C. MEETING DATE: April 6, 2022 APPLICATION: McKee Road Apartments FILE #: S-21-11 REVIEWING AGENCY: City of Dover Planning CONTACT PERSON: Samantha Bulkilvish, AICP; Planner II PHONE #: (302) 736-7196 I. PLAN SUMMARY This application is for review of a Site Development Plan Application to permit the construction of sixteen (16) three-story, garden-style Apartment Buildings each with twenty-four (24) units, sixteen (16) garage structures, a clubhouse and pool, concrete walking trail network, turf playing field, picnic areas, dog park and associated site improvements. The property at 1385-1389 McKee Road was annexed into the City of Dover in June 2020. The 78.60 +/- acre parcel was split zoned at this time with a smaller portion of the property zoned C-2A (Limited Central Commercial and the majority of the parcel zoned RG-2 (General Residence Zone). The frontage along McKee Road is also subject to the Corridor Overlay Zone (COZ-1). The property is located on the northeast side of McKee Road at the intersection with Scarborough Road. The owner of record is MCKEE CAP, LLC. Property Addresses: 1385-1389 McKee Road. Tax Parcel Number: ED-05-067.00-02-57-00-000. II. PROJECT DESCRIPTION The subject property is located at the northeast side of McKee Road, near the intersection of McKee Road and Scarborough Road. The applicant is proposing sixteen (16) three-story, garden- style Apartment Buildings each with twenty-four (24) units for a total of 384 Dwelling Units. The project also includes sixteen (16) five-car garages and multiple parking lots. The Recreation related features include a 6,000 SF Club House with adjacent Pool, six (6) foot wide concrete Walking Trail, seven (7) picnic areas, a Dog Park, and Large Grass Turf Playing Field. The project is to only develop the RG-2 (General Residence) zoned portion of the parcel, using the C- 2A zoned portion only for the entrance to access the Apartments. An application for the commercial portion of the property will be filed separately. The property is adjacent to the Delaware Railroad corridor to the east with land owned by DNREC (and located in the County) east of the railroad. There is a mixture of properties to the southeast zoned M (Manufacturing Zone) and IO (Institutional and Office Zone), the latter being the location of North Dover Elementary School. The properties across McKee Road are all residential, being zoned primarily R-8 (One-Family Residence Zone). As such, this subject application is proposing an entrance aligned with the entrance to the Emerald Point Subdivision. 84

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 3 The property across Scarborough Road is zoned IPM (Industrial Park Manufacturing) and is the site of Hirsh Industries, a manufacturing facility. Preliminary Land Use Services Review (PLUS): PLUS Review: #2021-09-05. A development application for this property was reviewed on September 22, 2021 by the Preliminary Land Use Services. The PLUS Review is required by a City of Dover Memorandum of Understanding (MOU) for certain types of projects. This MOU requires that residential development of 125 or more dwelling units complete the PLUS Review process prior to application submission. The applicant’s response Letter of April 1, 2022 to the PLUS Review Letter has been received. III. ZONING REVIEW RG-2 (General Residence Zone) The application is a Site Development Plan for the proposed construction of sixteen apartment buildings located within the portion of the subject site zoned RG-2. Garden Apartments are a permitted use in the RG-2 Zone requiring Site Plan Approval from the Planning Commission. (Zoning Ordinance, Article 3 Section 2) Article 3 Section 2 General Residence Zones (RG-1 and RG-2) 2.1 Uses permitted. In a general residence zone, no building or premises shall be used, and no building or part of a building shall be erected, which is arranged, intended or designed to be used, in whole or in part, for any purpose, except the following: 2.11 Any use permitted in one-family residence zones. 2.12 Garden apartments limited to placement within the RG-2 district only. 2.2 Performance standards. All uses are subject to performance standards as set forth in article 5, section 8.1. 2.3 Site development plan approval. Site development plan approval in accordance with article 10, section 2 hereof shall be required prior to the issuance of building permits for the erection or enlargement of all structures and related accessory structures. Such approval shall also be required prior to the issuance of certificates of occupancy for a change of use. Article 4 Section 4.3. [RG-2 zone.] Bulk and parking regulations for general residence zone (RG-2) [are as follows (see also article 12, definitions; article 5, supplementary regulations; and article 6, off-street parking, driveways and loading facilities): One-Family One-Family Multiple Dwellings Multiple Dwellings Detached Semi-Detached and Other Two-Family Dwellings Minimum required: Lot area/DU (sq. ft.) (Same requirements as for dwellings in 1,700 RG-1 zone) Lot width (ft.) 100 Lot depth (ft.) 125 85

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 4 Front yard (ft.) 30 Minimum side yard 25 (ft.) Total both side yards 50 (ft.) Rear yard (ft.) 30 Off-street parking 2 spaces Maximum permitted: Building height Stories 3 Feet 40 Floor area ratio — Lot coverage 60% Number of dwelling None prescribed units in group of attached dwellings or in multiple dwellings COZ-1 (Corridor Overlay Zone) A portion of this site is also subject to the Corridor Overlay Zone along McKee Road, but aligned to the layout of old McKee Road. The Zoning Ordinance details the requirements of the COZ-1 in Article 3 §27 and its subsections. The Corridor Overlay Zone as a planning and growth management tool is designed to foster an attractive, efficient, and economically vibrant urban corridor along Route 8/Forrest Avenue and Saulsbury/McKee Roads. To this end, more stringent standards are applied to development taking place in the corridor. A discussion of the provisions of the COZ-1 which apply to this application follow below. The proposed Clubhouse Building is the only part of the proposed Site Plan that lies within the boundaries of the COZ-1 (Corridor Overlay Zone). The compliance of the project with the COZ- 1 requirements is discussed below. • Architectural Renderings of any building within the COZ-1 are required upon submission for Planning Commission Review. No Architectural Renderings have been submitted for this proposed Clubhouse. Planning Staff is therefore unable to determine if the proposed Clubhouse is in compliance with the Architectural requirements of the COZ-1. o There are no features identified on the Site Plan that would indicate that the elevation facing McKee Road will be utilized as an entrance, or at least designed to appear as the elevation with a main entrance. No architectural renderings were submitted noting as such either. o It is unclear if the Clubhouse Building complies with the allowable number of stories and maximum permitted height of 35 feet in the COZ-1. o The building appears to be located within the minimum 60-foot/ maximum 80- foot setback for buildings within the COZ-1. • Frontage Landscaping – There is a requirement for a Landscape Buffer and Tree Plantings at one (1) tree per 50 SF along the property frontage. This will have to be reviewed on the Landscape Plan. 86

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 5 • Achieves the following for the parking lot layout/arrangement: parking lot location is not in the front yard setback or located between the building and the corridor frontages. • The proposal meets the requirement that a minimum of 25% of the lot consists of landscaped open space. • It is unclear if the project complies with the 6-foot sidewalk width and a landscaped area of at least 12 feet between the building and parking lot. No details on sidewalks or width between the building and the parking lot appear to be shown in any of the Plans. IV. PARKING SUMMARY The parking requirement for apartments is based on a rate of two (2) parking space per dwelling unit plus 0.25 space per dwelling unit for visitor parking and one parking space for every 200 SF of office space. Based on the number of dwelling units (384 units), this site would require 864 parking spaces. The submission does not indicate office space. The plans submitted identify a total of 768 parking spaces, including thirty-two (32) handicapped parking spaces. Parking Vehicle parking is provided in front of each apartment building as open-space parking lots, with an additional sixteen (16) garage structures each containing five (5) parking spaces each interspersed throughout the parking lots. There are no parking spaces directly abutting the rear of any building. Waiver Request: Reduction in Required Number of Parking Spaces The Zoning Ordinance, Article 6 Section 3.9 allows the Planning Commission to consider adjustments to parking requirements. The Planning Commission in granting a parking reduction require that an area of open space be designated where parking could be constructed. Parking is required at a rate of 2.25 spaces per dwelling unit for apartments (Zoning Ordinance, Article 5 Section 6); this requires 864 parking spaces based on the unit count and the proposed plan is for 768 parking spaces. The applicant is asking for a 13% reduction for the required parking which equates to a reduction of six spaces per apartment building. The total reduction would equate to the elimination of roughly 15,500 SF of impervious surfaces aiding in the stormwater management of an already sensitive area given the extent of the wetlands on the property. Potential Waiver Request: Bicycle Parking Bicycle parking is required at a ratio of one space for every twenty parking spaces. If the site is required to have 864 vehicle parking spaces, forty-four (44) bicycle parking spaces are required. There is no indication of any bicycle parking on the plans. V. SITE CONSIDERATIONS Access There is one entrance proposed to the site. The entrance drive is to be located across from the Emerald Pointe Subdivision and meander across the property first along the east side of the portion of the property zoned C-2A before extending in a northeast direction to get to the Apartment Buildings. There are limitations placed on the property by DelDOT which prohibit a second access point off of McKee Road or Scarborough Road. 87

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 6 Lighting No lighting details have been provided at this time. Rear Emergency Access Emergency rear access is required for some residential dwelling types. According to Article 5, Section 17 of the Zoning Ordinance, an 18 ft. wide Secondary Fire Lane or 18 ft. wide subgrade emergency access lane is required for Apartments that are 2-3 stories to serve as rear access. This is to provide access to rear building areas. The Plans submitted appear to show Subgrade Emergency Access Lanes (labeled as 18 foot wide Emergency Access Lanes on the Plans) being provided to access the rear of each of the (16) Apartment Buildings. These Rear Emergency Access Drives are subgrade and are shown to be 18 feet wide. The Zoning Ordinance, Article 5 Section 17 items (4a-f) lists construction criteria for Subgrade Emergency Access including width, compaction, delineation method, maintenance, and accessibility. They do however appear to conflict with some of the grading shown for swales/ stormwater management. Further details are required for clarification. Fire Marshal’s Office will also evaluate these fire protection measures as related to the fire lane requirements of the applicable Fire Codes. Sidewalks There are sidewalks across the entirety of the site connecting pedestrians from one apartment buildings to the next. Sidewalks are also shown providing access from all of the vehicle parking areas to each of the apartment buildings. There is however no direct sidewalk shown connecting the Apartment Buildings to the Community Clubhouse. There is additionally a sidewalk shown along the east side of the access drive off McKee Road which connects McKee Road to the Apartment Buildings with dedicated pedestrian facilities. This sidewalk is only shown along the east side of access drive off McKee Road, with none shown along the west side of the same access road. There is consequently no direct sidewalk or pedestrian access being provided to any potential future commercial use of the portion of the property zoned C-2A (Central Commercial Zone). Waiver Request: Partial Elimination of Frontage Sidewalk Sidewalks are required along the McKee Road/ Scarborough Road street frontages of the site (Zoning Ordinance, Article 5 Section 18). The plan does not show any sidewalk/multi-use path along the McKee Road frontage. There is a sidewalk on the eastern side of the entrance drive that brings pedestrians out to McKee Road, but there is no further extension of the sidewalk along McKee Road. The applicant requests that the sidewalk requirement along the McKee Road frontage be eliminated as there is already a 10 foot wide multi-modal path and all appropriate crosswalks and signaling in existence on the west side of McKee Road. This project proposes implementation of a pedestrian crossing at the site entrance intersection to reach the multi-modal path. It is noted that DelDOT will also be reviewing the pedestrian system (sidewalks, pathways) as part of the Entrance Plan design review. Waiver Request: Partial Elimination of Upright Curbing The upright curbing for the parking lots and drive aisles is required by the requirements of Article 6 Section 3.6(b) of the Zoning Ordinance. This curb type appears to be utilized 88

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 7 throughout the site layout. In certain areas where the parking is met by green space, the applicant has asked for a waiver for the partial elimination of upright curbing to assist with stormwater flow and management. Instead, they will have curb stops (bumpers) at each parking spot. Dumpsters According to Zoning Ordinance, Article 5 §6.12, the Dumpster requirements for an Apartment Complex are two (2) Dumpsters required for the first 48 apartments, and one (1) for each additional 24 apartments or fraction thereof. Since there are 384 apartment dwelling units proposed there are a minimum of 16 dumpsters required. The Site Plan shows 18 dumpsters in the vicinity of the Apartment Buildings and additional dumpster to accommodate the Clubhouse area. The Zoning Ordinance additionally requires that all dumpsters be screened from public rights-of-way as well as requiring that they meet minimum dimensions. No details beyond their proposed locations were provided in the Plan submissions. VI. BUILDING ARCHITECTURE All of the Apartment Buildings are proposed to be three stories tall and have 24 units each. The buildings are sided with a mix of stone and board and batten siding in a variety of colors to break up the overall massing of the building. There is a gable roof on the building that looks to have asphalt shingles. There are balconies/covered porches shown at each level which also contain a small storage closet on one side leaving the balconies open on two sides. The balcony portion of the buildings juts out approximately 10 feet and are topped with a pitched roof. There are four sets of these balconies across the front of the building and four sets at the rear. The stairwells at the front of the building also protrude out about 5 feet and are also topped with a pitched roof. There are two open stairwells accessed from the front of the building. The Garage structures look very cohesive to the Apartment Buildings have both a mix of stone and board and batten siding along with a asphalt shingled gable roof. There are five (5) garage doors across the front of the structure adorned with black hardware and two lantern like light fixtures at the front. The proposed Clubhouse lies within the COZ-1 (Corridor Overlay Zone) and as such is required to comply with certain added architectural standards as found in Article 3, Section 27 of the Zoning Ordinance. No architectural details were given for this proposed Clubhouse, and as such Planning Staff cannot determine compliance. The applicant only submitted a series of photographs as an example of a similar Clubhouse. VII. TREE PLANTING AND LANDSCAPE PLAN Zoning Ordinance, Article 5 Section 16 lays out the requirements for tree planting and preservation. A new project is required to provide tree planting at a rate of one (1) tree per 3,000 SF of “Development Area.” This property consists of a mixture of woodlands, wetlands, and open vacant land. The applicant has taken careful consideration in the placement of the apartment buildings as to disturb as little of the woodlands as possible. The southern portion of the property includes a large woodland area with wetlands. This plan is considering the Development Area as 30.38 Acres or 1,323,410 SF meaning the project would require a minimum of 442 trees. COZ-1 Landscape/ Tree Requirements 89

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 8 The portion of the property along McKee Road is in the Corridor Overlay Zone (COZ-1). The COZ-1 has additional planting requirements of one tree per 50 feet of road frontage. With that being said the number of trees required to fulfill this landscape requirement is 51 trees. In total the project is proposing to have a total of 496 trees, 56 of which are along the McKee Road frontage and in front of the Clubhouse. Wetland Area Included on the plan is also details on riparian buffer plantings encompassing 1.63 acres where the applicant has requested a reduction in the 100-foot buffer required from wetlands. A reduction to 50 feet can be requested with the planting of a riparian buffer consisting of native vegetation or the retention of existing trees and vegetation. VIII. ACTIVE RECREATION AREA Request for Consideration of Cash-in-lieu of Recreation Area Construction The Zoning Ordinance, Article 5 Section 10 sets out requirements to preserve areas of open space within residential developments which are designed to provide buffer spaces between developing areas, to preserve existing natural and historic features and to establish a network of open spaces within the built environment to provide a balance between developed and undeveloped lands, wildlife habitat conservation, the preservation of scenic view corridors, and to provide residents opportunities to engage in passive recreational activities. Zoning Ordinance, Article 5 Section 10.11 notes the purpose of providing Recreation Areas. 10.1 Recreation areas. 10.11 Purpose. The purpose of this section is to ensure that active recreation areas are provided as an integral design element within residential developments and that such facilities are of an adequate scale in relation to the size of the residential development and which provide residents with a variety of active recreational pursuits. See Recreation Plan Review Report for more detailed review (attached document) that will also be forwarded to the CCOW Parks, Recreation and Community Enhancement Committee for their review on April 12, 2022. IX. CITY AND STATE CODE REQUIREMENTS: The subject proposal has been reviewed for code compliance, plan conformity, and completeness in accordance with the agency’s authority and area of expertise. The following items have been identified as elements which need to be addressed by the applicant 1) Waivers Requested: The following waivers have been submitted for consideration. The Plan must receive approval of the waiver or otherwise comply with the code requirement. a) A Waiver Request for the reduction in the required number of parking spaces has been received from the applicant. The applicant proposes a 13% reduction in the number of required parking spaces. b) A Waiver Request for the reduction or elimination of the Street Frontage Sidewalk was received for the required street frontage sidewalk along McKee Road. A sidewalk or multi-use path must be provided along the frontage of McKee Road in accordance with the Zoning Ordinance unless a Waiver is granted by the Planning Commission. c) The last Waiver is for the partial elimination of upright curbing. The applicant has 90

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 9 eliminated the upright curbing in some of the parking areas and replaced it with curb stops to assist in the flow of stormwater run-off. Staff are in support of this waiver except for some areas where they believe curbing is required for the protection of other elements like fire hydrants, etc. 2) The submission of the Clubhouse Architecture and floor plan are required to assure compliance with the Corridor Overlay Zone and the Active Recreation Area requirements. 3) The applicant is responsible for providing an Active Recreation Area of a minimum 105,600 SF or a Cash-in-lieu of Active Recreation Area Construction Donation. The Applicant has submitted a Recreation Plan showing a deficit of Recreation Area Construction. The applicant has expressed interest in seeking consideration of Cash-in-Lieu and has provided an appraisal of the land dated October 6, 2021. The applicant is requesting to pay a Cash-in-Lieu amount of approximately $15,561 for a deficit of 18,525 SF of Recreation Area. 4) Please note that Bicycle Parking Spaces are required to be provided at a rate of a minimum of one (1) bicycle parking space per every twenty (20) vehicle parking spaces. There are currently no bicycle parking spaces shown on the plan. 5) Please note if there is to be any lighting proposed on the site. Please show its location and if there are to be lights on the building be sure they are included on any future Architectural Renderings. 6) Clarify on the plans that the square footage of the buildings shown is only the building footprint. Please provide the total building area in addition. 7) The connectivity of sidewalks on the site need improving. Dedicated Pedestrian Access must be provided from the Apartments to the Clubhouse. 8) Dumpsters have been added to the plans. Please provide detail on the dumpster enclosure construction and materials. 9) Please provide details on the layout of each apartment building including bedroom counts and number of units for each type of apartment. 10) Please be aware of placement of any trees/ landscaping with regards to any underground utilities/ stormwater management systems and rear emergency access lanes. There are also some trees that are placed directly on top of dumpster locations. 11) Provide the distance from the edge of parking/ drive aisles to each apartment building. With Multifamily Dwellings (Buildings) the Zoning Ordinance, Article 6 Section 5.3 requires a distance of 15 feet from the parking to the building. 12) Provide details of Rear Emergency Access – Subgrade Emergency Access Lane (construction details, materials, and identification). 13) Cover Sheet: a) Site Data i) Update owner/equitable owner information. 91

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 10 ii) Correct the Parcel ID number (Property Map Number). iii) Review the landscaping and tree calculation as they differ from the Landscape Plan Cover Sheet. iv) Add tree requirements for COZ-1. v) Add a note to the parking calculations that a Waiver for the Reduction in minimum Parking Requirements has been submitted. vi) Ensure that the figure calculated for the “Concrete Walk Trails” does not include the sidewalks adjacent to the parking lots or otherwise providing access to the Apartment Buildings. vii) Clarify if the figures provided for the Active Recreation Areas include the Picnic Areas noted throughout the site. viii) Add the Bulk Requirements for the COZ-1 (Corridor Overlay Zone). ix) Provide all of the Bulk Standards for the RG-2 (General Residence Zone). x) Correct the square footage for Total Parcel, Woodland Area, and Woodland Area to remain. xi) Provide the acreage and square footage of Woodland to be cleared. xii) Update the electric provider. The City of Dover is not currently the Electric Provider to this parcel. xiii) Correct the two figures for the acreage of woodlands provided so that they match. xiv) Update the number of dumpsters provided to 18. xv) Correct the spelling of “units” on item #39. b) On the Drawing i) Update property owner information. ii) Show the location of the COZ-1 (Corridor Overlay Zone). c) Provide the Sheet Index. 14) C-201 a) Show connection to multi-use path on west side of McKee Road. b) Add zoning labels along delineation line between area zoned RG-2 and C-2A so that it does not look like a property line. Think about changing symbology of the line all together to avoid confusion. (Do this on all subsequent pages where the line is shown). 15) C-202 a) Provide more details about the Clubhouse and what kind of program or facilities will be provided inside. b) Describe what the concrete area is at the top left corner of the page, on the east side of the drive aisle and sidewalk. c) Provide a sidewalk on the west side of the drive aisle from the apartment complex to the Pool and Clubhouse. d) Identify site features like building entrance, sidewalks, and dimensions. Note specifically the distance between the Clubhouse and the parking spaces. e) Note the areas of the Pool and Pool Terrace separately, as well as overall. 16) C-203 a) Mark handicap spaces on this page and all subsequent pages. b) Show handicap ramps in front of apartment buildings and near crosswalks on this page 92

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 11 and all subsequent pages. c) Where the Subgrade Rear Emergency Access Lanes meet the curb will a curb cut be required? If so, show on all necessary plan sheets. d) Change the location of the label for the 6’ PCC Sidewalk (Typ.) as it is currently pointing to the dumpster adjacent to Building 1. e) The Rear Emergency Access Lane encroaches into the wetland buffer behind Buildings 9 and 1. Revise the placement of the rear access lanes to avoid this encroachment. 17) C-204 a) It looks as though there is an opportunity to expand the wetland buffer to meet the 100’ requirement at the top right-hand corner of this Plan Sheet. b) The stormwater drainage pipe goes directly under the dumpster pad at the norther corner of this Plan Sheet. Think about relocating the dumpster or adjusting the angle of the stormwater pipe to avoid this conflict. c) The Rear Emergency Access Lane encroaches into the 50 ft. wetland buffer at the rear of Building 5. Adjust the location of the lane to avoid this encroachment. 18) C-205 a) There is a fire hydrant proposed at the end of a series of parking spaces in the parking lot for building 10. Staff suggests adding curbing at least around the area where the fire hydrant is to be located to protect it from reversing vehicles. b) The Subgrade Emergency Access Lane behind Building 10 encroaches into the 50 ft. wetland buffer. Revise the location of the Rear Access Lane so that it no longer encroaches into the buffer. 19) C-206 a) Remove the note that says “9x18’ Parking Space” but points to a dumpster across from Buildings 11 and 12. b) Fine tune all labeling as there are several instances where labels are off slightly and are not pointing to the right things. (Ex. At the ends of Buildings 14 and 15 the labels denoting the width of the Rear Access Lane and then the distance from the building to the Rear Access Lane is slightly off). c) Show the area delineated for the Turf Playing Field. d) Define the area of the Dog Park and include any Site Features including fencing, water features, benches, etc. 20) L-001 a) Review the Plant List to ensure the number of plants listed matches the number shown on the subsequent pages. b) Update the Plant List to include the trees marked as PY on the succeeding pages. c) Add a note to the Riparian Buffer Area to ensure only native vegetation is being used. d) On all pages of the Landscape Plan identify the areas that are to be maintained as meadow. e) On all pages of the Landscape Plan add the building labels. 21) L-101 93

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 12 a) Add a label calling out 11 Ginko Trees. 22) L-103 a) Update the number of Honeylocust (GS) trees at the bottom left side of the Plan Sheet from 3 to 5. b) Update the label for the three trees in the upper middle of the page from GS to GB. c) Add a call out number for 1 GS at the top of the page and to the right of the 3 Ginko Trees. 23) L-104 a) Add a label for the tree behind the garage for Building 5. X. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES: In accordance with the Zoning Ordinance, Article 10 §2.2, the Planning Commission in considering and acting upon Site Development Plans may prescribe appropriate conditions and safeguards so that the public health, safety, and welfare, the comfort and convenience of the public in general, and the residents of the immediate neighborhood in particular shall be taken into consideration. These safeguards may to the maximum extent possible further the expressed intent of the Zoning Ordinance and the accomplishment of several objectives in particular listed in subsections 2.21 to 2.28. 1) Recommendation on Waiver Requests: a) Partial Elimination of Curbing: Planning Staff grants the Waiver Request as submitted by the Applicant for the Partial Elimination of Upright Curbing. The Applicant has identified that this request pertains only to those areas necessary to allow for the runoff of sheet flow from existing paved areas and to allow sheet flow drainage into pervious grassed and landscaped areas. Where 6-inch Upright Curbing is not utilized, the Applicant is still required to provide parking bumpers in vehicle parking spaces. The applicant is also advised to add an area of upright curbing around a bump out in a parking area where a fire hydrant is to be located prevention from it being hit by a vehicle. b) Reduction in Parking Requirements: Planning Staff recommends approval of the Waiver Request for the reduction in Parking Requirements. The Applicant is requesting a 13% reduction in the minimum parking requirements (54 vehicle parking spaces to 48 vehicle parking spaces per building). The Applicant cites their past experience with building Apartment Complexes, as well as the need to minimize impervious surface coverage for the benefit of stormwater management. Planning Staff further notes the overall proposed vehicle parking space figure of 764 spaces for the site overall, which should be sufficient. While the applicant has not shown bicycle parking on the plans, they have reassured us that there will be bicycle parking near the Clubhouse as well as the Playing Field and that each unit has a storage locker on the balcony suitable for the storage of a bicycle. Since the site is also within proximity of public transit routes, the project should ensure access to nearby bus stops is available. 94

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 13 c) Partial Elimination of Street Frontage Sidewalk: The Applicant has requested a Waiver from the requirement to provide a sidewalk along the McKee Road frontage, noting in their request, the existence of a sidewalk already in place along the west side of McKee Road. Planning Staff however notes that the existence of a sidewalk along the westside of McKee Road- Scarborough Road in no way negates the necessity of pedestrian traffic to need dedicated facilities on the east side of McKee/ Scarborough Road, especially since it is the east side of the right-of-way where the 384 Apartment Units are proposed, this is a very heavily trafficked road, and the east side of McKee Road is noted as being likely subject to a future commercial use. Planning Staff additionally notes the east side of McKee Road being largely within the COZ-1 (Corridor Overlay Zone), and as such, there are added design requirements and pedestrian considerations. As such Planning Staff recommends that a Sidewalk/Pathway be implemented along the east side of McKee Road for at least the portion of the property which lies in front of the commercially zoned property to allow for pedestrian access to any potential future commercial development. Planning Staff further notes that the Clubhouse itself is required to have a principal entrance facing the McKee Road frontage. As such, the sidewalk should at least be provided along the frontage where the commercial zoning is in place, and up to a point where a sidewalk can be provided from McKee Road onto the site to the Clubhouse area. 2) Active Recreation Area: a) Open Space/Active Recreation: Planning Staff notes that the Active Recreation Area being proposed by the Applicant does not meet the minimum requirements per the overall Apartment Unit count. The Plans show 87,075 SF SF of Active Recreation Area which currently consists of a Clubhouse and Pool Area, Manicured Turf Fields, seven (7) Picnic Areas, a Dog Park and Active Concrete Walking Trails. See the Recreation Review Report for specific recommendations. b) Active Recreation Area Deficit: Per the proposed Unit Count of 384 Dwelling Units (Apartments), the Site is required to have 105,600 SF of Active Recreation Area. The Plans submitted show 87,075 SF of Active Recreation Area being provided, leaving a deficit of 18,525 SF. The Applicant has requested to pay the required fee in lieu for the difference. 3) Cash-in-Lieu of Active Recreation Area Construction: a) An appraisal dated October 6, 2021 was received for the property and set the Land Value at $2,850,000. b) Based off of the land value and the Active Recreation Area Deficit the Cash-in-Lieu Fee for the Construction of Active Recreation Area is calculated at $15,561. It is noted that this calculation is based on the size of the proposed active recreation area amenities. Should the recreation area change in size, then the Active Recreation Area Deficit may change requiring recalculation of the Cash-in-Lieu amount. 4) Planning Staff encourages this project to include the installation of Electric Vehicle Charging Stations in its parking lot. Currently, the Zoning Ordinance does not require them, but many other jurisdictions have implemented such requirements. Electric Vehicle Charging Stations 95

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 14 formats include EV-Capable, EV-Ready, and EV-Installed. XI. ADVISORY COMMENTS TO THE APPLICANT: 1) The Planning Commission should act upon the request for waivers as part of any motion regarding this project application, or as a separate motion as necessary. Note: All waivers are at the discretion of the Planning Commission. The Commission may approve or deny waiver requests. 2) In the event, that major changes and revisions to the Site Development Plan occur in the finalization of the Site Plan contact the Department of Planning and Inspections. Examples include relocation of site components like paving and increases in floor area. These changes may require resubmittal for review by the Development Advisory Committee, Planning Commission, or other agencies and commissions making recommendations in regard to the Plan. 3) Following Planning Commission approval of the Site Development Plan, the Plan must be revised to meet all conditions of approval from the Development Advisory Committee or as otherwise noted. A Check Print must be submitted for review by Planning Office Staff and the other commenting agencies. Upon determination that the Plan is complete and all agency approvals have been received, copies of the Plan may be submitted for final endorsement (Final Plan Approval). 4) Other agencies and departments which participate in the Development Advisory Committee may provide additional comments related to their areas of expertise and code requirements. 5) The Building Permit for the Apartment Buildings shall not be granted until the payment of the Cash-in-lieu of Active Recreation Area Construction donation has been received by the City. 6) For building new construction, the requirements of the building code and the fire code must be complied with. Consult with the Chief Building Inspector and City of Dover Fire Marshal for these requirements. The resolution of these items may impact the site design including such items as building dimensions and height, building openings, and fire protection needs, etc. 7) The applicant/developer shall be aware that prior to any development or ground disturbing activities on the site the appropriate site inspections and permits are required. This includes activities to clean-up existing vegetation, the import of fill dirt, etc. 8) Construction may have an effect on the adjacent property owners and nearby travel lanes. Any work requiring the closing or rerouting of potential customers or visitors to adjacent properties should be coordinated as to offer the least amount of inconvenience to the adjacent property owners. 96

Item 4. S-21-11 McKee Road Apartments DAC Report of April 6, 2022 Page 15 9) The addresses for the new buildings proposed on the property will need to be confirmed with the City’s Tax Assessment Office. The existing two addresses may be revised. Planning Staff also recommends the naming of the drive aisles to assist with addressing. 10) The applicant/developer shall be aware that prior to any ground disturbing activities on the site the appropriate Site Plan approvals, Pre-Construction meetings, site inspections and permits are required. 11) The applicant shall be aware that Conditional Use Site Plan approval does not represent a Building Permit and associated construction activity permits. A separate application process is required for issuance of a Building Permit from the City of Dover. Building Permits will be required for each building. 12) The applicant shall be aware that Plan approval does not represent a Sign Permit, nor does it convey permission to place any sign on the premises. Any proposed site or building identification sign may require a Sign Permit from the City of Dover prior to placement of any such sign in accordance with Zoning Ordinance Article 5 §4. If you have any questions or need to discuss any of the above comments, please call the above contact person and the Planning Department as soon as possible. 97

Item 4. CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: MARCH 30, 2022 APPLICATION: McKee Road Apartments at 1385 McKee Road FILE #: S-21-11 (RESUBMITTAL) REVIEWING AGENCY: City of Dover Department of Public Works and Water & Wastewater CONTACT PERSON: Jason A. Lyon, P.E., Director of Water & Wastewater / Engineering Services CONTACT PHONE #: 302-736-7025 CONTACT PHONE #: jlyon@dover.de.us T HE S UBJECT P ROPOSAL HAS BEEN R EVIEWED FOR C ODE C OMPLIANCE , P LAN C ONFORMITY AND C OMPLETENESS IN A CCORDANCE WITH THIS A GENCY ’ S A UTHORITY AND A REA OF E XPERTISE . T HE F OLLOWING I TEMS HAVE BEEN I DENTIFIED AS E LEMENTS W HICH N EED TO BE A DDRESSED BY THE A PPLICANT : CITY AND STATE CODE REQUIREMENTS SANITATION 1. The proposed plan will require private trash collection services. A note to this effect is to be added to the plan. Dumpster locations should also be provided on the plan. STORMWATER 1. Final site plan approval will not be granted until a copy of the approved Stormwater/Erosion and Sediment Control Plan from Kent Conservation District is submitted to our office. 2. The size, length, slope, type and flow directions must be shown on all existing and proposed storm sewer lines. Rim and invert elevations must be labeled on all stormwater structures. STREETS 1. Final site plan approval will not be granted until a copy of the approved entrance plan, signed by DelDOT is submitted to our office. This will apply on the Court Street entrance only. WATER 1. All water utility components must meet the requirements of the Water Wastewater Handbook, effective date March 22, 2010. Please contact our office for more information. 2. The following notes must be added to the plans: a. Hydrant connections by the contractor are prohibited. This method may not be utilized during any phase of the project. b. Any existing water lines not to be utilized by the proposed facility must be properly abandoned at the mains in accordance with the City of Dover Department of Water & Wastewater specifications and requirements. c. The site contractor shall contact the City of Dover Department of Water & Wastewater Construction Manager at (302) 736- 7025 prior to the start of construction. A representative from the City of Dover Department of Water & Wastewater must observe and approve all City owned water and sanitary sewer interconnections and testing. All water taps must be performed by a City of Dover approved contractor. The proposed location for the water connection may need to be adjusted in the field due to conditions of the existing main. Possible conditions that would require tapping relocation 98

Item 4. McKee Road Apartments at 1385 McKee Road File #: S-21-11 (RESUBMITTAL) March 30, 2022 Page 2 of 4 include proximity to pipe joints, other taps, concrete encasements, conflict with other utilities, and the like. Test holes must be performed by the contractor to determine the best tapping location. The City of Dover will not be held responsible for field conditions requiring adjustment of the tapping location or for any work required by the contractor to make an appropriate and lawful connection. 3. The size, type, and location of all proposed and existing water lines and valves must be shown on the plan. 4. Water usage projections (peak demand or plumbing fixtures) must be submitted to our office to correctly determine the size of the domestic and irrigation (if applicable) water meter for the proposed building. These projections must be submitted prior to approval so the meter size can be placed on the final site plan. The proposed water meter must be installed in a pit per City of Dover requirements and manufacturer’s recommendations. Also, a dual check valve is required downstream of the meter. 5. The domestic service, fire main connection and valves must be clearly shown for each building. A valve must be installed at the tee to isolate combined fire and domestic water service to the building from the water loop. Typically, this valve is installed at the tee or an acceptable distance from the building. A valve must be provided on the domestic water service, which must be tapped off of the combined eight-inch (8”) fire/domestic service outside of the building. The domestic water tap and valve should be as close to the building as possible. Typically, the domestic tap and valve are located within five feet (5’) to ten feet (10’) of the building. A blow up detail of this layout is recommended. 6. Provide a construction detail for the proposed restraining system for the fire main located within the buildings. The Department of Public Works will test and inspect all fire mains to a blind flange located inside the buildings. The blind flange with tap is used for hydrostatic pressure testing (200 psi for two (2) hours) and dechlorination. The flange must be restrained in the direction of the pipe entering the facility. A pipe entering horizontally through a wall sleeve shall be restrained with rods through the wall. A pipe entering vertically through a slab shall be restrained through the floor to the ninety degree (90 ) bend and thrust block. All rods shall be a minimum of ¾” all thread. All pipes through walls and slabs must be Class 52 cement lined ductile iron pipe. Confirm particulars to meet this requirement with mechanical designer. 7. Per the Water/Wastewater Handbook; provisions shall be made to extend water service / mains to all adjoining properties, parcels or lots, regardless of ownership or control of adjoining properties, parcels or lots, as required by the Department of Water & Wastewater. Extend the water mains to the property lines of adjacent owners. WASTEWATER 1. All wastewater utility components must meet the requirements of the Water Wastewater Handbook, effective date March 22, 2010. Please contact our office for more information. 2. The following notes must be added to the plans: a. Any existing sanitary sewer lines not to be utilized by the proposed facility must be properly abandoned at the mains in accordance with the City of Dover Department of Water & Wastewater specifications and requirements. b. Part II, Chapter 180, Article III, Section 180-10 of the Code of Kent County requires that “no person shall discharge or cause to be discharged any stormwater, surface water, uncontaminated groundwater, roof runoff, subsurface drainage, uncontaminated noncontact cooling water or unpolluted industrial process waters to any sanitary sewer”, this shall include condensate. Sec. 110-231 of the City of Dover Code defines storm sewer as “…any system used for conveying rain water, surface water, condensate, cooling water or similar liquid wastes, exclusive of sewage.” The contractor, developer, owner and designers shall ensure during construction that no illegal discharges to the sanitary sewer system are created with the site improvements. 3. The size, length, slope, type and flow directions must be shown on all existing and proposed sanitary sewer lines. Rim and invert elevations must be labeled on all sanitary structures. 4. Cleanouts must be installed on sanitary sewer laterals within five feet (5’) of the building, one foot (1’) outside of the right-of- way and at all bends. Any cleanout located within a traffic bearing location shall be installed with a heavy duty cast iron frame and cover to prevent damage to the cleanout and lateral. 5. Sizing (flow) calculations must be submitted for all sanitary sewer laterals (other than for single-family dwellings) showing that velocity and all other requirements are met. 6. The minimum size of all sanitary sewer laterals shall be six-inch (6”). 99

Item 4. McKee Road Apartments at 1385 McKee Road File #: S-21-11 (RESUBMITTAL) March 30, 2022 Page 3 of 4 7. If kitchen facilities are proposed a minimum 1,000 gallon, two chamber grease trap, meeting all Kent County ordinance requirements, must be provided. A construction detail for the proposed grease trap, as well as the proposed location, must be provided on the plan. 8. Per the Water / Wastewater Handbook, provisions shall be made to extend sewer service to all adjoining properties, parcels or lots, regardless of ownership or control of adjoining properties, parcels or lots. 9. The downstream pump station must be evaluated by the developer / engineer to verify it can handle the additional effluent flow GENERAL 1. All existing utilities shall be adjusted to final grade in accordance with current City of Dover requirements and practices. This must be included as a note on the plan. 2. No trees may be planted within ten feet (10’) of utility infrastructure. 3. No structure may be installed within ten feet (10’) of utility infrastructure, please depict all underground utilities and structures on the utility plan sheet to confirm compliance. 4. The final site plan must be submitted in the following compatible digital formats: a. AutoCAD 2018 (.dwg format). b. Adobe Reader (.pdf format). RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES SANITATION / STORMWATER / STREETS / WATER / WASTEWATER / GENERAL 1. None. ADVISORY COMMENTS TO THE APPLICANT WATER 1. The City of Dover water system is available to this site. The developer is responsible for all costs associated with extending and providing service to the proposed development. 2. Prior to plan approval, the water system plans must be submitted to the Division of Public Health, Office of Drinking Water for review and approval. The owner/developer will be responsible for providing all completed forms and plan sets to the City of Dover as required for submission to the Office of Drinking Water. Plans will not be submitted to the Office of Drinking Water until review has been completed by our office. 3. Hydrant flow testing is currently only performed during the spring and fall. The applicant must call the Department of Water & Wastewater directly to schedule these tests. This applies to both existing hydrants as well as those proposed for the site. 4. Water impact fees will be required to be paid prior to Certificate of Occupancy for this project. WASTEWATER 1. The City of Dover sanitary sewer system is available to this site. The developer is responsible for all costs associated with extending and providing service and capacity to the proposed development. 2. Prior to plan approval, it may be required to submit the sanitary sewer system plans to the DNREC, Division of Water Resources, Surface Water Discharges Section for review and approval. The owner/developer is responsible for providing all application fees, completed forms and plan sets directly to DNREC. 3. Profiles of the sanitary sewer main must be provided with the construction plans. All water, sanitary sewer and storm sewer crossings must be shown on the profiles. 100

Item 4. McKee Road Apartments at 1385 McKee Road File #: S-21-11 (RESUBMITTAL) March 30, 2022 Page 4 of 4 4. Wastewater impact fees will be required to be paid prior to Certificate of Occupancy for this project. GENERAL 1. The applicant is advised that depending upon the size of the existing water service and sanitary sewer lateral to be abandoned, flowable fill may be required. 2. Construction plans will not be reviewed by our office unless all previous comments have been clearly addressed within the plan set and accordingly identified within an itemized response letter and with the Water/Wastewater Initial Plan Submission Checklist, which can be obtained from the following website: https://imageserv9.team- logic.com/mediaLibrary/198/WaterWastewaterHandbookFinal_1.pdf, page 88. SANITATION / STORMWATER / STREETS 1. None. I F Y OU H AVE A NY Q UESTIONS OR N EED TO D ISCUSS ANY OF THE A BOVE C OMMENTS , P LEASE C ALL THE A BOVE C ONTACT P ERSON AND THE P LANNING D EPARTMENT AS S OON AS P OSSIBLE . 101

Item 4. CITY OF DOVER ELECTRIC DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: MAR 30, 2022 APPLICATION: McKee Road Apartments at 1385 McKee Road FILE #: S-21-11 REVIEWING AGENCY: City of Dover Electric Department CONTACT PERSON: Shawn Burgett, Engineering Services & System Operations Superintendent CONTACT PHONE #: 302-674-7568 CONTACT EMAIL #: sburgett@dover.de.us T HE S UBJECT P ROPOSAL HAS BEEN R EVIEWED FOR C ODE C OMPLIANCE , P LAN C ONFORMITY AND C OMPLETENESS IN A CCORDANCE WITH THIS A GENCY ’ S A UTHORITY AND A REA OF E XPERTISE . T HE F OLLOWING I TEMS HAVE BEEN I DENTIFIED AS E LEMENTS W HICH N EED TO BE A DDRESSED BY THE A PPLICANT : CITY AND STATE CODE REQUIREMENTS ELECTRIC 1. The roadway and curbing must be in. 2. The right-of-way must be within 6" of final grade. 3. The property corners must be staked. 4. Owner is responsible for locating all existing underground electric, communications and water facilities. 5. Owner is responsible for installing all conduits and equipment pads per the City of Dover Engineering Department specifications. 6. Owner is responsible for site and/or street lighting. 7. Meter locations will be determined by City of Dover Engineering Department. 8. Load sheets and AutoCAD compatible DXF or DWG diskettes of site plans, including driveways, are required prior to receiving approved electrical construction drawings. 9. Any relocation of existing electrical equipment will be engineered by the City of Dover Electric Department. Developer may be required to perform a quantity of the relocation. Any work performed by the City of Dover will be at the owner’s expense. 10. Prior to construction, owner is responsible for granting an easement to the City of Dover Electric Department. Easement forms will be furnished and prepared by the City of Dover Electric Engineering Department. 11. Fees will be assessed upon final site plans. The owner will be responsible for fees assessed prior to construction. Owner is required to sign off plans prepared by the Electric Department. 12. Must maintain 10' clearance around all electrical equipment, unless pre-approved by the City of Dover Electric Engineering Department. 102

Item 4. McKee Road Apartments at 1385 McKee Road File #: S-21-11 March 30, 2022 Page 2 of 2 13. Prior to the completion of any/all designs and estimates, the owner is responsible for providing the Electric Engineering Department with a physical address of the property. 14. All Engineering and design for Dover Electric will be engineered upon final approved plans. All Engineering work will be furnished by the City’s Electric Engineering Department. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES ELECTRIC 1. Owner must give the City of Dover Electric Department three (3) months’ notice prior to construction. Owner is responsible for following the requirements outlined in the City of Dover’s Electric Service Handbook. The handbook is now available on the website at the following link: https://evogov.s3.amazonaws.com/media/27/media/13108.pdf. ADVISORY COMMENTS TO THE APPLICANT ELECTRIC 1. Provide load sheets as soon as possible for proper sizing of transformers and creation of primary fee estimates. Current load sheets can be found at the following link: https://www.cityofdover.com/media/Electric%20Department/COD%20Electric%20Load%20Sheet.pdf. 2. Electric service is not currently provided by the City but rather Delaware Electric Co-Op. In order to change the service provider, there will need to be a request to the Public Service Commission and agreement of Co-Op to turn service over to the City. 3. Payment for new service extension will be required from developer prior to construction. I F Y OU H AVE A NY Q UESTIONS OR N EED TO D ISCUSS ANY OF THE A BOVE C OMMENTS , P LEASE C ALL THE A BOVE C ONTACT P ERSON AND THE P LANNING D EPARTMENT AS S OON AS P OSSIBLE . 103

C F S-21-11 Item 4. I I T R CITY OF DOVER Y E DEVELOPMENT ADVISORY COMMITTEE O M F A APPLICATION REVIEW COMMENTARY R D.A.C. MEETING DATE: 10/27/21 D S O H V A E L R APPLICATION: McKee Road Apartments at 1385 McKee Rd FILE #: S-21-11 REVIEWING AGENCY: City of Dover, Office of the Fire Marshal CONTACT PERSON: Jason Osika, Fire Marshal PHONE #: (302) 736-4457 THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY, AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY’S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESS BY THE APPLICANT: CITY AND STATE CODE REQUIREMENTS: 1. Proposed occupancy classification is residential (apartments) and assembly (clubhouse). 2. Building Access shall be no further than 50 feet from a primary entrance Where buildings are provided with an automatic sprinkler system installed in accordance with NFPA 13, access shall be no further than 100 feet from the primary entrance. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3.4) 3. Parking shall be prohibited in front of the primary entrance for a width of not less than 1.5 times the width of the door(s) or for 10 feet, whichever is greater. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 6.3.2) 4. Perimeter access shall be 75% apartments, 50% or 25% if sprinkled for the assembly and clearly shown on the plans. Perimeter Access minimum width shall be 15 feet measured from the face of the building at grade with a maximum slope of ten percent (10%). Plantings and utility services (includes condenser units, transformers, etc.) shall be permitted within the perimeter access, and shall not interfere with emergency services fire ground operations. If a physical barrier (fence, pond, steep slope, etc) prevents access, that portion of the building perimeter shall not be included in the calculation of Percent of Perimeter Access. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3.5) 5. Fire lanes shall cover 35% apartments of the proposed building. 104

Item 4. Fire lanes are required to be 24 feet wide and run along the front of the building as determined by the primary entrance(s). In cases where there is more than one primary entrance(s), each shall be served by a fire lane even if this exceeds the percentage as required. The closest edge of fire lanes shall not be located closer than ten (10) feet to the exterior wall and the closest edge of fire lanes shall not be located further than 50 feet from the exterior wall if one or two stories in height; 40 feet if three or four stories in height, or 30 feet if over four stories in height. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5) 6. Where parking is located between the building and the fire lane, parking shall not be located closer than 15 feet to the exterior wall. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 6.4.1) 7. All Fire Lanes shall be marked as follows: both the inner and outer edges of the fire lane shall be marked, where curbs are present, the top and face of the curb shall be painted yellow, where no curbs are present, a four inch (4”) solid yellow demarcation line shall mark the edge(s) of the fire lane. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 7) 8. The specific color yellow shall be the uniformly accepted yellow as utilized by State of Delaware Department of Transportation (DelDOT). Only vivid and durable paint shall be used and shall be suitable for street surfaces 9. Fire lane signs shall be located as follows: see Figure 5-16 – Approved Sign For Marking Fire Lanes, fire lane signs shall be spaced at 150 foot intervals maximum, all fire lane signs shall be located no less than six feet (6’) and no higher than eight feet (8’) above the pavement, signs shall be placed at each end of the fire lane, and signs shall face all oncoming traffic. Where parking is not restricted roadway markings shall utilize the words "FIRE" and "LANE" in lieu of fire lane signs and shall conform to the specifications of 7.6. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 7) 10. Where overhangs, canopies, balconies, or any other building or site features must project over any fire lane, an unobstructed vertical clearance of not less than 13’-6” above the fire lane shall be provided and the portion of the building perimeter which contains overhangs, canopies, balconies, or any other building features shall not apply towards the fire lane accessibility requirements of Section 4.0, Table 5-1 in this chapter. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 6.8) 11. Emergency access to rear building areas compliant with City of Dover Code (Appendix B- Zoning, Article 5- Supplementary Regulations, Section 17); all four stories and greater buildings require 24ft fire lane at the rear. All two to three story apartment structures require an 18ft Secondary Fire Lane at the rear. 105

Item 4. All townhouses (3-8 units with no fire protection) require a 16ft alley or 18ft secondary fire lane at the rear. 12. Multiple Access Roads shall be provided when a fire department access road (fire lane) is determined by the Fire Marshal to be impaired by vehicle congestion, condition of terrain, climatic conditions, or other factors that could limit access such as placement of fire hose from fire equipment. 13. Street width shall be in accordance with City of Dover Code of Ordinances, Appendix A, Article VII, Section A. 13, Residential areas 24 feet wide with no parking, 30 feet wide with parking on one side, or 36 feet wide with parking on both sides Commercial areas 26 feet wide with no parking, 32 feet wide with parking on one side, or 38 feet wide with parking on both sides Alley 12 feet wide 14. Any dead-end road more than 300 feet in length shall be provided with a turnaround or cul-de- sac as outlined in the 2021 Delaware State Fire Prevention Regulations 705, chapter 5, 2.3. 15. Speed Reduction Devices must be approved, please see City of Dover Ordinance Chapter 98-10 in reference to this process. 16. Gated Areas: Fire Department access shall be provided to the property through the use of a system or device approved by the Fire Marshal. The system or device required shall be located in an area accessible to the fire department and approved by the Fire Marshal. All gates shall be either automatic or manual. An automated system shall consist of one manual and one automated means to open the gate. The owner or their representative shall meet with the Fire Marshal prior to submission to agree on the system. A letter of agreement shall be created and signed by both parties. The letter shall include a detailed description of both the manual and automated means. A manual gate shall consist of one manual means to open the gate. The owner or their representative shall meet with the Fire Marshal prior to submission to agree on the means to open. A letter of agreement shall be created and signed by both parties. The letter shall include a detailed description of the manual means to open. 106

Item 4. To be considered accessible for fire department apparatus the actual clear openings shall be not less than 14 feet, the paved surface through the gate shall be not less than 12 feet, and the gate shall be setback from the perpendicular street by at least 50 feet. Please contact this office to discuss options available to comply with this requirement. (2021 Delaware State Fire Prevention Regulations 705, Chapter 5, 2.6) 17. All fire hydrants shall be marked as prescribed within the appropriate section of this regulation and as illustrated by the appropriate figures of this regulation. All fire hydrants shall have minimum of four-inch (4") solid yellow demarcation lines to define specific areas, where fire hydrants are located along a curb line with permitted parking, the area between the fire hydrant and the street or fire lane shall be stenciled with four inch (4") demarcation lines and the words "NO PARKING", demarcation lines shall be measured from the center line of the fire hydrant and extend for a distance 15 feet on both sides. Where fire hydrants are located in parking lots or other areas susceptible to blockage by parked vehicles they shall be treated as follows: fire hydrants shall be protected in all directions for a distance of seven feet (7') with barriers or curbing, Minimum four-inch (4") diameter steel bollards filled with concrete and marked yellow shall be installed at the outermost corners of the fire hydrant demarcation area. The minimum height of the bollard shall be 36 inches above the finished grade of the adjacent surface, and the steamer connection of all fire hydrants shall be positioned so as to be facing the edge of the street, or traffic lane. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 6, 2) The owner is responsible if the hydrant is private. 18. Hydrant barrels shall be provided with reflective material, such as paint, durable for highway/roadway markings or a reflective tape of a minimum of 2” in width around the barrel under the top flange, hydrant bonnets shall be color coded based on the following criteria: class AA 1500 GPM - painted light blue, class A 1,000 GPM -1499 GPM - painted green, class B 500 - 999 GPM - painted orange, class C 250 - 499 GPM - painted red, class D under 250 GPM - painted black. (2021 Delaware State Fire Prevention Regulations 703, Chapter 3. 4) The owner is responsible if the hydrant is private. 19. NFPA 72 compliant Fire Alarm System required per occupancy code requirements (apartments) (assembly TBD). Fire alarm in place of assembly. Fire alarm required. Any new occupancy or new portion of an occupancy determined to be a place of assembly by the fire marshal and is capable of receiving an occupant load of 75 persons or greater, shall be required to install a fire alarm in accordance with NFPA codes governing the installation of fire alarms and the National Electrical Code. Fire alarm system required. Any existing occupancy or portion of an existing occupancy determined to be a place of assembly by the fire marshal, and is undergoing renovations in excess of 50 percent of the assessed value of the building and is capable of receiving an occupant load 75 persons or greater or is being enlarged to receive an occupant load of 75 persons or greater, shall be required to install a complete fire alarm system in accordance with NFPA codes governing the installation of fire alarms and the National Electrical Code. 107

Item 4. Public mode audible requirements. To ensure that audible public mode signals are clearly heard by occupants of a structure, they shall have a sound level at least 15 decibels (dB) above the average ambient sound level or five decibels (dB) above the maximum sound level having a duration of at least 60 seconds, whichever is greater, measured five feet (1.5m) above the floor in the area required to be served by the system using the A-weighted scale dBA. In the event the stated requirement cannot be met a shunt trip relay/switches shall be the approved method of meeting the intent of this section of the Code. (City Code of Ordinances 46-171) 20. Sprinkler system required (apartments) (assembly TBD). System is to be monitored by an approved Fire Alarm System. This chapter shall apply to all buildings, structures, marine vessels, premises, and conditions which are modified by more than 50% after the effective date of these Regulations. The 50% figure shall be calculated utilizing the gross square footage of the building, structure, marine vessel, premises and conditions as to arrive at the correct application. Any proposal that is presented to the Office of the State Fire Marshal for review and approval for a building rehabilitation as defined in the 101 Life Safety Code, for less than 50% of the gross square footage of a non-sprinklered building, may not have another such project for the same building submitted for review and approval any sooner than three (3) years after the date of the final inspection unless sprinkler projection is provided throughout the entire building. In all buildings exceeding 10,000 square feet of aggregate, gross floor area. In all buildings in excess of 40 feet in height or more than four (4) stories in height. In all buildings or areas thereof used for the storage, fabricating, assembling, manufacturing, processing, display or sale of combustible goods, wares, merchandise, products, or materials when more than two (2) stories or 25 feet in height. In all basement areas exceeding 2,500 square feet floor area. In residential occupancies when of: Type V (0,0,0) or Type III (2,0,0) construction and exceeding two (2) stories or 25 feet in height. Type V (1,1,1) and Type III (2,1,1) or Type IV (2,H,H) construction exceeding three (3) stories or 3In all residential apartment buildings storage areas except individual unit closets that are located within individual residential living units. In all buildings used as health care occupancies as defined in the Life Safety Code, NFPA 101, as adopted and/or modified by these Regulations. In all buildings or areas classified as "high hazard" under the Life Safety Code, NFPA 101, or "extra hazard" under the Standard for the Installation of Sprinkler Systems, NFPA 13, as adopted and/or modified by these Regulations. 108

Item 4. All buildings used as dormitories, in whole or in part, to house students at a public or private school or public or private institution of higher education. (16 Del.C. Ch. 88) This applies to all such dormitories regardless if new or existing. (2015 State of Delaware fire Prevention Regulations, 702, Chapter 4) Places of assembly shall be sprinklered throughout in accordance with the most recently adopted edition of NFPA 13 when the following apply: All new indoor places of assembly with an occupant load of 150 persons or greater. Any interior renovations of 50 percent or more to an existing place of assembly with an occupant load greater than 150 persons. Any additions or increase in interior size to an existing place of assembly that would create an occupant load of 150 persons or greater. Places of assembly where alcohol is served for consumption on the premises shall be sprinklered throughout in accordance with the most recently adopted edition of NFPA 13 when the following apply: All new indoor places of assembly with an occupant load of 100 persons or greater and where alcohol will be served for consumption on the premises. Any interior renovation of 50 percent or more to an existing place of assembly with an occupant load greater than 100 persons and where alcohol will be served for consumption on the premises. Any additions or increase in interior size to an existing place of assembly which would create an occupant load of 100 persons or greater and where alcohol will be served for consumption on the premises. New educational occupancies of 5,000 square feet or greater shall be sprinklered throughout in accordance with the most recently adopted edition of NFPA 13. (City of Dover Code of Ordinances 46-162) 21. Fire Department Connection is to be a 5-inch stortz connection on a 30-degree elbow located within 50 feet of main entrance. Access to the Fire Department Connection must be clear unobstructed access as defined by the AHJ. Fire department connections. Unless otherwise approved by the fire marshal, fire department connections shall be on the street side of the building and shall be located and arranged so that hose lines can be readily and conveniently attached to without interference from any nearby obstructions as defined by the fire marshal's office. Fire department connections shall be a five- 109

Item 4. inch Storz. Fire department connections shall be within 300 feet of an approved City of Dover Fire Hydrant and within 50 feet of the main entrance of the structure it serves. All fire department connections shall be not less than three feet nor more than five feet in height above finished grade. The fire marshal shall have the authority to require more stringent requirements when deemed necessary. (City of Dover Code of Ordinances 46-162) 22. Parking and/or obstructions shall be prohibited in front of fire department connections for a distance measuring from the center line and extending four feet on both sides. (2015 Delaware State Fire Prevention Regulations, 705, Chapter 5, 6.3.4) 23. Fire Department Connection to be located within 300 feet of fire hydrant, measured as hose would come off the fire equipment. 24. All standpipe and sprinkler connections shall be marked as prescribed within the appropriate section of this regulation and as illustrated by the appropriate figures of this regulation. All standpipe and sprinkler connections shall have minimum of four inch (4") solid yellow demarcation lines to define specific areas, Solid yellow demarcation lines shall be measured from the center line of the connection and extend for a distance of four feet (4') on both sides, and where parking is allow between the building and the street or fire lane the solid yellow demarcation lines shall extend from the end of the sidewalk surface to the street or fire lane (Markings shall not be required on the sidewalk surface). All fire department connections (standpipe and sprinkler) shall have a minimum 12" x 18" sign that reads FIRE DEPT. CONNECTION, sign lettering shall be a minimum of 3 inches (3") in height with red scotchlite letters on white scotchlite background. The sign shall be clearly visible from the fire lane or roadway, and signs using NFPA international symbols shall be an acceptable alternative. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 6, 3) 25. Standpipes shall be provided in all areas and buildings as required in the codes and standards listed in Regulation 701 as well as the following areas or buildings: In all Class A and Class B places of assembly and institutional occupancies two (2) stories or 25 feet in height or over, In any building over three (3) stories, In any building over 35 feet in height, In any building that has a floor above the first floor over 10,000 square feet gross floor area, In all buildings where the 1st floor exceeds 60,000 gross square feet, a Class I horizontal standpipe system installed in accordance with the applicable codes and standards listed in Regulation 701 of these Regulations shall be provided. All standpipe systems shall be installed in accordance with the applicable codes and standards listed in Regulation 701. The standpipe system shall be carried up with each floor and shall be installed and ready for use as each floor progresses. Standpipes shall not be more than one floor below the highest forms of staging, 110

Item 4. The 2½-inch of hose connections on Class I systems shall be provided in the following locations, At the highest intermediate landing between floor levels in every required exit stairway, Where intermediate landing is not provided, hose connections shall be permitted to be located at the main floor landings in exit stairways when approved by the authority having jurisdiction, Where the local fire department has the capability of providing the required pressure, hydraulically designed standpipe systems in fully sprinklered, non-high-rise buildings shall be designed to provide the required waterflow rate. A sign shall be provided at each landing, in all interior stairways, designating the floor level. (2021 Delaware State Fire Prevention Regulations 702, Chapter 4, 2) 26. The installation of natural gas and LP gas meters, regulators, valves, and LP gas bottles shall be protected from impact damage by impact protection. Natural gas and LP gas meters, regulators, and valves located inside structures shall have impact protection, except when located in separate protected utility rooms. Dimensions of bollards. Bollards shall be a minimum of six-inch diameter filled with concrete. The bollard shall be set into the ground at a depth of at least 36 inches (three ft.) embedded in concrete at a minimum of 18 inches surrounding the bollard. The bollards must be a least 48 inches (four ft.) in height above the finish grade elevation. Any deviation of the stated requirements must be approved by the fire marshal and/or chief building inspector. The above dimensions shall serve as the requirement for installation; however, the fire marshal and/or chief building inspector shall have the authority to require more stringent dimensions to fit the needs of devices warranting impact protection. Color of bollards. Bollards should be of the following colors; yellow, amber or orange. All colors shall be of fluorescent or have a reflective coating. Any deviation of the stated requirements must be approved by the fire marshal and/chief building inspector. (City of Dover Code of Ordinances, 46-4) 27. Every house, building or structure used or intended for use as living quarters or as a place for conducting business, and having any wall facing or abutting any public or private street or alley, shall have displayed on that wall, in legible, easily read characters which are of contrasting color to the background, the proper street number for such house, building, or structure in accordance with the following: One-family and two-family residential structures, height, the number shall measure a minimum of four inches in height, location, the number shall be placed on the house above or to the left or right of the front entrance, color, the number shall be contrasting to the background color, Arabic numerals, all numbers shall be Arabic numerals. Multiple-family dwellings, measurements, the number shall measure a minimum of six inches when identifying individual apartments with exterior doors, and 12 inches when identifying buildings with apartment complexes where there are two or more buildings not assigned street addresses. Individual buildings with street addresses shall have numbers measuring six inches, location, numbers shall be placed either in the center of the building or on the street end of the building so as to be visible from either the public or private street or from the parking lot, color, numbers shall 111

Item 4. be contrasting to the background color, Arabic numerals, all numbers used shall be Arabic numerals. Commercial, industrial and office buildings, height, the numbers shall measure a minimum of 12 inches in height, location generally, numbers shall be placed either in the center of the building or on the street end of the building so as to be visible from either the public or private street or from the parking lot, property line or driveway, should the building be located far enough from a public or private road so that the numbers are not clearly visible from the street, then the street address shall also be posted on the property at or near the property line or driveway to said building, color; each building, numbers shall be contrasting to the background color and shall be placed on each building in the complex, Arabic numerals, all numbers used shall be Arabic numerals, Shopping centers. Shopping centers consisting of two or more stores shall have a tenant or suite number affixed to the front of the tenant space and on the outside of the rear door which corresponds with that tenant space. Numbers shall measure six inches in height. (City of Dover Code of Ordinances, 98-344) 28. A lock box (Knox) containing any and all means necessary for fire department access shall be provided at the following occupancies: any occupancy that contains a fire alarm signaling system that is monitored off-site, or any occupancy that contains an automatic sprinkler system. (2021 Delaware State Fire Prevention Regulations 705, Chapter 5, 2.4) Secured key systems. When required; exemption. A secured key system shall be required for any new or existing building where a fire alarm or sprinkler system is being installed. It shall be the responsibility of the owner or occupant to keep a set of keys in the secured key box that are current to the locks of the protected occupancy. Buildings with 24-hour staffing or guard service shall be exempt from this subsection. Location. The secured key system shall be located as close to the main entrance as possible. Should the building design not allow the secured key system to be located by the main entrance, the fire marshal and fire chief shall come to an agreement as to an alternate location for the key box. A secured key system, once installed, shall not be obstructed from view or obstructed by any means that would delay the fire department access to the box. Required keys. Keys to be secured in the key box shall include keys to all points of ingress or egress, whether on the interior or exterior of the building, and keys to locked mechanical rooms, electrical rooms, elevator rooms, fire alarm and sprinkler controls and any area protected by automatic fire detection. Keys to individual residential apartment units are not required. 112

Item 4. Ordering responsibility. It shall be the responsibility of the general contractor to order the key box for new buildings. It shall be the responsibility of the owner or tenant to order the key box for existing buildings. Installation before testing. No acceptance test for sprinklers or fire alarms shall be conducted before the installation of a key box. (City Code of Ordinances 46-127) Knox Box to be mounted 6 feet above ground level 29. All required means of egress shall have an exit discharge consisting of a non-slip surface and leading to and terminating at a public way. NFPA 101 30. All new passenger elevators in a building shall be provided with a car sized to accommodate an ambulance cot 24 inches (609 mm) by 84 inches (2133 mm) in its horizontal open position. Where two or more new passenger elevators are located in a single hoist way and serve all or the same portion of the building, only one elevator car that provides a car sized to accommodate an ambulance cot 24 inches by 84 inches in its horizontal position for each hoist way shall be required. Elevator cars required to comply with 15.1 or 15.2 shall be identified by the international symbol for emergency medical services (star of life). The symbol shall be not less than 3 inches (76 mm) in height and shall be placed inside on both sides of the hoist way door frame. Firefighter recall keys shall be provided in a manner acceptable to the local fire department. (2021 Delaware State Fire Prevention Regulations 705, Chapter 1, 15) 31. Buildings over 25,000 Sq. Ft are to have radio performance testing done by Delaware State Communications prior to Final CO. This must be scheduled in advance with Delaware State Communications. 32. Project to be completed per approved Site Plan. 33. Full building and fire plan review is required. 34. Separate building permits/plans submission will be required for each building and/or tenant fit out. If the permit submission is for a “shell” a Certificate of Occupancy will not be issued. Separate plans and permits submissions will be required for each “tenant fit out” at which time a Certificate of Occupancy will be issued upon compliance/completion of each “tenant fit out”. Each “shell” will require a fire permit for sprinkler and fire alarm if applicable. Those systems (for the “shell”) must be accepted into service prior to any “tenant fit out” fire permits being issued. 35. Construction or renovations cannot be started until building plans are approved. 36. Fire alarm systems, fire suppression systems, hoods, exhaust ducts, and hood suppression systems require a fire permit from the Fire Marshal’s Office. This work cannot be started until the permit is approved. 37. Building cannot be occupied by the public until a Certificate of Occupancy is obtained. 113

Item 4. ADDITIONAL / SPECIFIC REQUIREMENTS TO OBTAIN APPROVAL: 1. An agreement has been made with the design professional, owner, and this office in reference to the Emergency access to rear building areas. This is for this project only. 2. Please confirm the width of the entrance to ensure proper turning radius for emergency apparatus 3. Please confirm item # 6 listed above is in compliance 4. Need to discuss fire hydrant placement in relation to FDC’s 5. Please properly mark no parking areas due to street widths 6. Additional information is needed in reference to the clubhouse to determine fire alarm and sprinkler requirements APPLICABLE CODES LISTED BELOW (NOT LIMITED TO): 2021 NFPA 1 Fire Code (NFPA; National Fire Protection Association) 2021 NFPA 101 Life Safety Code (NFPA; National Fire Protection Association) 2019 NFPA 72 National Fire Alarm and Signaling Code (NFPA; National Fire Protection Association) 2019 NFPA 13 Installation of Sprinkler Systems (NFPA; National Fire Protection Association) 2009 IBC (International Building Code) Latest editions of all other NFPA Codes as defined by the Delaware State Fire Prevention Regulations 2021 Delaware State Fire Prevention Regulations City of Dover Code of Ordinances *If you have any questions or need to discuss any of the above comments, please call the above contact person listed. 114

Item 4. CITY OF DOVER D E DEVELOPMENT ADVISORY COMMITTEE L APPLICATION REVIEW COMMENTARY D O T =============================================================== APPLICATION: McKee Road Apartments FILE#: S-21-11 REVIEWING AGENCY: DelDOT CONTACT PERSON: Ryan Schroder PHONE#: 302-760-2674 =============================================================== THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY'S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESSED BY THE APPLICANT: CITY & STATE CODE REQUIREMENTS: No person, firm, corporation or the like shall construct, open, reconstruct, maintain, modify or use any crossing or entrance onto a state-maintained highway, street or road, including any drainage modifications leading into or carried by the highway drainage system, without first having complied with standards and regulations adopted by the Department and having obtained a permit issued by the Department. Please contact the Delaware Department of Transportation - Development Coordination section to begin permit process. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES: ADVISORY COMMENTS TO THE APPLICANT: 1. A Traffic Impact Study (TIS) Letter for this site was issued on April 8, 2021 2. Per the TIS letter, a Signal Design will be required at the intersection of Gemstone Boulevard / Site Access & McKee Road 3. The developer should schedule a pre-submittal meeting to discuss the development with DelDOT Subdivisions. 4. DelDOT Subdivisions will need to review and approve the development through the Commercial Record and Entrance Plan process. 115

Item 4. From: Stewart, Elena M. (DNREC) To: CompPlan Subject: EXTERNAL: Application S-21-11 McKee Road Apartments - Comments Date: Wednesday, March 30, 2022 12:56:55 PM Attachments: image001.png image002.png image003.png image004.png image005.png WARNING: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Good afternoon, Delaware State Parks owns the adjacent parcel across the railroad tracks and would like to work with the developer to develop shared recreational amenities that would benefit the residents and the public. This could be in the form of a trail or water access. A recreation plan for the area would minimize trespassing and other undesirable activities on the property and would be a mutually beneficial arrangement. If the applicant could contact me through email or phone to discuss I would be most appreciative. I can be reached by calling 302-739-9935 or emailing Elena.Stewart@delaware.gov. Thank you, Elena --- Elena Stewart Land Preservation Specialist Delaware State Parks 302.739.9935 elena.stewart@delaware.gov 116

Item 4. CITY OF DOVER Dover/Kent DEVELOPMENT ADVISORY COMMITTEE County Metropolitan APPLICATION REVIEW COMMENTARY Planning D.A.C. MEETING DATE: March 30, 2022 Organization APPLICATION: McKee Road Apartments at 1385 McKee Road FILE #: S-21-11 REVIEWING AGENCY: Dover/Kent County MPO CONTACT PERSON: Jim Galvin, AICP PHONE #: (302) 387-6030 The MPO requested the opportunity to bring the recommendations on issues of our concern to the City as well. The MPO will limit comments to projects to development proposals and applications that may lead to new development. Issues of concern to the MPO are effective transit, reducing the amount of vehicle emissions by shortening or eliminating trips, and facilities for alternative modes of transportation, including bicycle and pedestrian access. The MPO considers the bicycle facilities required by the City of Dover to be the standard for all applications, not to be waived. City of Dover Planning Commission 4/18/202 Project Review The City of Dover 2019 Comprehensive Plan included this paragraph on page 9-9: “The 2018 Kent County Rail/Freight Zoning Study recommends keeping parcels adjacent to the railroad in industrial zoning classifications, in order to allow for potential new industrial uses that load directly onto the rail line (similar to the way Kraft-Heinz and Proctor & Gamble do now). Keeping these parcels in industrial zoning also reduces the likelihood of noise and safety concerns that may come from developing them with residential or commercial uses. Supporting these plans’ recommendations will bolster the viability of freight rail service in Kent County and throughout Delmarva.” The Dover/Kent County MPO was requested by the Kent Economic Partnership to expand the 2018 MPO study of parcels of 6 acres or more adjacent to the Delaware Secondary Rail Line. We will have a completed study by the end of the Fiscal Year on June 30, and hopefully sooner. This study considered all parcels adjacent to the rail that are distributed in all our partner communities along the railway. The purpose of both studies was and is to identify the valuable rail-adjacent parcels that are required for industrial and heavy commercial land uses that require rail access. The subject parcel, once annexed into the City, became the last major parcel adjacent to the rail in Dover. The opportunities of such a site are demonstrated by the recent construction of the Delmarva Corrugated Packaging facility on the POW-MIA Parkway. The McKee Road site is adjacent to a large commercial and industrial use with a rail spur on the north side of Scarborough Road (McKee Business Park). It is 117

Item 4. not adjacent to residential neighborhoods and is relatively remote from the nearest neighborhood of Emerald Point. Residential uses are contraindicated on the site due to the noise from the railway and the elevated Scarborough Road. The nearest grade separated intersections are College Road to the south and Denny’s Road to the north. Both are equidistant from the site and will require train warnings for the crossings that will require the horn be sounded in the area of the proposed apartments. The MPO recommends the application be denied and the City rezone the property to a zoning category that will preserve the site for a rail-dependent industrial or heavy commercial use. If you have any questions or need to discuss any of the above comments, please call Jim Galvin at the MPO and the Planning Department as soon as possible. 118

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Item 4. April 1, 2022 David Edgill, AICP Director, Office of State Planning Coordination PLANNING OUR 112 Martin Luther King Blvd. CLIENTS’ SUCCESS Dover, DE 19901 RE: PLUS Review Response 2021-09-05 McKee Road Apartments Dover, Delaware 2018217.00 Dear Mr. Edgill: Becker Morgan Group, Inc. is hereby responding to the above referenced PLUS Review Comments dated October 29, 2021. The project, located within the City of Dover, falls under the City of Dover’s jurisdiction and shall follow applicable codes and requirements set forth by the City of Dover. Below is our response to the recommendations section of the October 29, 2021 report: Department of Transportation – Contact Bill Brockenbrough 760-2109 • The applicant should expect a requirement that any substation facilities will be required to have access from an internal driveway with no direct access to McKee Road. Response: We have noted that the Department, as will the City, require access to any pump station facilities on site to have access unobstructed access. • The applicant should expect a requirement that all PLUS and Technical Advisory Committee (TAC) comments be addressed prior to submitting plans for review. BECKER MORGAN GROUP, INC. Response: It is understood that all PLUS and Technical Advisory Comments ARCHITECTURE & ENGINEERING should be addressed prior to review. 309 SOUTH GOVERNORS AVENUE • Please be advised that the Standard General Notes have been updated and posted to DOVER, DE 19904 302.734.7950 the DelDOT website. Please begin using the new versions and look for the revision FAX 302.734.7965 dates of March 21, 2019 and March 16, 2021. The notes can be found at https://mvw.deldot.vtiv/Busincss/subdivision4 PORT EXCHANGE SUITE 300 312 WEST MAIN STREET Response: Noted. DelDOT General Notes are Constantly being updated and SALISBURY, MD 21801 are checked prior to submission. 410.546.9100 FAX 410.546.5824 ARCHITECTURE & PLANNING Department of Natural Resources and Environmental Control – Beth Krumrine 735- SUITE 211 3480 3205 RANDALL PARKWAY WILMINGTON, NC 28403 • Do not disturb wetland areas. Wetlands are a critical part of our natural environment. 910.341.7600 FAX 910.342.7506 They reduce the impacts of flooding, absorb pollutants, and improve water quality. Wetlands provide habitat for animals and plants and many contain a wide diversity of www.beckermorgan.com 125

Item 4. April 1, 2021 McKee Road Apartments PLUS Response Page 2 of 9 life, supporting plants and animals that are found nowhere else. Response: Wetland buffers will be maintained as required by City and State codes. Any encroachment into the wetlands would be permitted as required. • The DNREC Wetlands and Subaqueous Lands Section recommends that a wetland Jurisdictional Determination (JD) is conducted for this site. A consultant or a representative of the WSLS will conduct a JD to flag the wetland boundary and determine impacts to wetlands. Please contact the DNREC Wetlands and Subaqueous Lands Section for more information. Apply for the JD through the following website: Response: A wetland JD will be conducted and provided to staff. Vegetated Buffer Zones • Expand the 50-foot buffer to no less than 100 feet from the edge of wetlands and all waterways (rivers, streams, ditches, ponds, etc.) to protect water quality and to provide an additional margin of safety for flooding. Response: We have respected the City of Dover’s 100 foot wetland buffer as much as possible. We have reduced the buffer to the allowable 50’ in certain areas, however. Our Plan proposes the replanting and rejuvenation of the buffer areas where there are no plantings. • Vegetated buffer zones should be left undisturbed during construction and should be identified outside of the Limit of Disturbance on the engineering plans. In some instances, stormwater outfalls, conveyances, and emergency spillways may cross through these zones, and will require temporary disturbance during construction. Response: It is our intention to limit any disturbance in these areas and will be designed and marked accordingly. • Vegetated buffer zones should be deeded as community open space. Signage should be installed at the edge and within the buffer zones to deter residents from encroaching into these common areas. Response: It is our intention to limit any regular maintenance of the open space in these areas. Meadow and natural plantings are proposed for these areas and are intended to be left in an natural state at the conclusion of construction. • Maintain vegetated buffer zones as either grasslands/meadows or forest. Buffer zones should be planted exclusively with native trees and plants. Native plants are well- suited to our climate and require limited maintenance. They also provide an increasingly important role in the survival of native birds and beneficial insects whose habitat is shrinking due to development and climate change. Response: See previous responses as they address this issue. • Grass cutting for vegetated buffer zones if maintained as meadow should not occur between April 1st to July 31st to reduce impacts to nesting birds and other wildlife 126

Item 4. April 1, 2021 McKee Road Apartments PLUS Response Page 3 of 9 species that utilize meadows and grasslands for breeding habitat. Response: Comment Noted, See previous response. Contact: DNREC Wildlife Species Conservation & Research Program at (302) 735-3600. Website: https://dnrec.aln1ia.delaware.uov/fish-wildlife/contact-inlet inati‹›u/ Stormwater Management This application proposes greater than 5000 square feet of land disturbing activities, therefore, this project will be subject to Delaware’s Sediment and Stormwater Regulations. • A Sediment and Stormwater Plan must be developed, then approved by the appropriate plan review agency prior to any land disturbing activity taking place on the site. For this project, the plan review agency is the Kent Conservation District. Response: Comment Noted, a complete detailed plan review will be submitted to KCD as required by code. • Additionally, to address federal requirements, construction activities that exceed 1.0 acre of land disturbance require Construction General Permit coverage through submittal of an electronic Notice of Intent for Stormwater Discharges Associated with Construction Activity. This form must be submitted electronically (https://apps.dnrec.delaware.eov/enoi/, select Construction Stormwater General Permit) to the DNREC Division of Watershed Stewardship, along with the $195 fee. Response: Comment Noted, as required by code, an NOI or Notice of intent will be completed and filed for the site. • Schedule a project application meeting with the appropriate plan review agency prior to moving forward with the stormwater and site design. As part of this process, you must submit a Stormwater Assessment Study. Response: Comment Noted, the project application and SAS will be scheduled as required by code. • Plan review agency contact: Kent Conservation District at (302) 608-5370. Website: http://kentcd.oral Response: Comment Noted General stormwater contact: DNREC Sediment and Stormwater Program at (302) 739-9921. E-mail: DNREC.Stormwaterfide1aware.gov. Website: https://dnrec.alpha.delaware.rov/watershed-stewardship/sediment- stormweter/ 127

Item 4. April 1, 2021 McKee Road Apartments PLUS Response Page 4 of 9 Removal of Mature Forest • The preliminary plan proposes the elimination of 5 of 45 acres of forest on the site. DNREC reviewers acknowledge efforts by the developer to leave the forested habitat in the southern portion of the site largely undisturbed. An analysis of historical data indicates that the forest area located on the southern portion of the site has likely maintained some degree of forest cover since 1937 and could be considered mature forest. Mature forests possess the potential for rare, threatened, or endangered species that rely on this type of habitat. Response: Comment Noted, the development plan intends on limiting the clearing of forested areas as much as possible. • Removing forested areas for development should be avoided to the greatest extent possible. As proposed, prioritize the conservation of potentially mature forest. Forests filter water for improved water quality, provide habitat for wildlife, absorb nutrients, infiltrate stormwater, moderate temperatures, and store atmospheric carbon which would otherwise contribute to climate change. Response: Comment Noted, see response above. • A forest assessment should be conducted to determine if mature forest resources exist on the property and to delineate their boundaries. Additionally, a forest assessment would include the identification of specimen trees and forest-dependent wildlife. If mature forests are found, these areas should be conserved to the maximum extent practicable. Response: Comment Noted, see response above with regard to the removal of forested areas. • To reduce impacts to nesting birds and other wildlife species that utilize forests for breeding, it is recommended that tree clearing not occur from April 1St to July 31ˢ ᵗ. Likewise, avoid mowing open space areas and grass filter strips during the same timeframe, as various species of birds utilize these areas for nesting sites. Response: Comment Noted, it is the intent of the plans to minimize the amount of “maintained open space” on the project. The vast majority of the open spaces closest to the forested areas will remain or be reestablished to a meadow condition. Contact: DNREC Wildlife Species Conservation & Research Program at (302) 735- 3600. Website: https://dniec.alphn.delaware.gov/fish-wi1itli1é/contact-iiilbrination/ Special Wildlife Features • DNREC records indicate the presence of a historic heron nesting site in Fork Branch Natural Area adjacent to the proposed project site. Aerial imagery suggests suitable habitat is also present at the project site that could potentially support breeding herons. 128

Item 4. April 1, 2021 McKee Road Apartments PLUS Response Page 5 of 9 Response: Comment Noted • The DNREC Division of Fish & Wildlife requests the opportunity to complete a site survey at no expense to the property owner to document potential breeding herons in the woodlot. Contact the Division at the number listed below to schedule a site visit. Response: Comment Noted, we will take the offer into consideration and contact the appropriate agency if the concern arises. Contact: DNREC Wildlife Species Conservation & Research Program at (302) 735- 3600. Website: https'//dnrec.alr1ni.‹lclawai c.utw/fish-wi1d1itc/contact-information/ Stormwater Management • Where the site and soil conditions allow, integrate runoff reduction techniques including infiltration basins, bioretention (rain gardens), filter strips, and pavers to encourage on- site stormwater infiltration and reduce runoff. Response: Comment Noted, these practices are commonplace given the requirements of the state stormwater regulations. Infiltration, submerged gravel wetlands, and filtering practices are usually incorporated into our designs. • For improved stormwater management, preserve existing trees, wetlands, and passive open space. Response: Comment Noted, its always a good practice to preserve wooded areas where possible. Plan review agency contact: Kent Conservation District at (302) 608-5370. Website: http://kentcd.oral General stormwater contact: DNREC Sediment and Stormwater Program at (302) 739-9921. E-mail: DNREC.Stoiinwatei’f‹i/dc1awaic.gov. Website: https://diiiec.alpha.dc1aware.gov/svateislaecl-stew‹uclsliip/scdiinen1- storinwatci/ Water Quality (Pollution Control Strategies) • This site lies within the St. Jones River Watershed. Surface water quality in this watershed does not meet Federal and/or State Water Quality Standards and a Pollution Control Strategy is in place for this watershed. Response: Comment Noted • Implement vegetated buffers with a width of at least 100 feet around all water features on or adjacent to the site. Response: Comment Noted. Buffers, as required by code, will be maintained or reestablished. 129

Item 4. April 1, 2021 McKee Road Apartments PLUS Response Page 6 of 9 • Reduce impervious surfaces on the project site by eliminating areas of impervious pavement and/or using pervious pavement where practicable. Response: Comment Noted • Reduce stormwater runoff by integrating infiltration basins, bioretention (rain gardens), filter strips, and by preserving existing trees, wetlands, and passive open space. Response: See previous response regarding stormwater management practices. • Reduce the necessity for nutrient application by maintaining open space as meadow or forest planted exclusively with native plants. Native plants are well-suited to our climate and require limited maintenance. Response: Comment Noted, see response regarding the planned open space conditions and maintenance of. Contact: DNREC Division of Watershed Stewardship’s Watershed Assessment Section at (302) 739-9939. httPs://diiiec.alpha.dc-laivare.u‹iv/wateishcd- stcw‹iit1sliip/ Mosquitoes • The project will be impacted by mosquitoes due to its location near large expanses of wetlands. Mosquito control issues are increasing as developments infringe on wetland areas, often leading to increased demands for mosquito control services beyond what DNREC has the resources to provide. Response: Comment Noted • If necessary, arrange for long-term mosquito control services through a private company licensed in this area of specialty. In some cases, the DNREC Mosquito Control Section may be able to provide these services free of charge. • Response: Comment Noted Contact: DNREC Division of Fish and Wildlife, Mosquito Control Section at (302) 739- 9917. Website: httns ://dn’i cc.alpha.delawa’i e.gov/ fish- wi1clli lc/niosciuito- control/ Previous Contamination • DNREC records indicate that contamination has occurred at a site within the vicinity of the project location, called Atlantic Coast Environmental (Project ID DE-1379). Groundwater at the Atlantic Coast Environmental facility has been shown to flow in a northerly direction toward Fork Branch. As such, it is inferred that contamination potential is low at the proposed development site. Installation of any wells and subsequent drawdown of associated aquifers could change underground hydrologic conditions. 130

Item 4. April 1, 2021 McKee Road Apartments PLUS Response Page 7 of 9 Response: Comment Noted, wells are not proposed for the site. • If there are additional questions about potential impacts, please contact the DNREC Remediation Section. Response: Comment Noted Additional information may also be found online by searching Delaware’s Environmental Navigator at http://www. new.dnrec.delawarc.g‹›v/deii3/ Contact: Division of Waste and Hazardous Substances Remediation Section at (302) 395- 2600. Website: https://dnrec.alpha.delaivai’c.gov/waste-haTordous/remcdiatioif Natural Areas The forested area that currently exists on the site is connected to a much larger contiguous forest complex extending into land designated as the Fork Branch Natural Area, which is located east of the project site. Natural Areas contain lands of statewide significance identified by the Natural Areas Advisory Council as the highest quality and most important natural lands remaining in Delaware. • As proposed, reduce environmental impacts near Natural Areas by avoiding impacts to sensitive areas such as wetlands and forest habitat. Where possible, design site features to avoid the removal of contiguous tracts of forests. Response: Comment Noted, see previous response about tree removal and the forested areas • Consider dedicating forested areas as a Nature Preserve through a conservation easement or donation of land. For more information, please contact the DNREC Planning Preservation and Development Section. Response: Comment Noted Contact: DNREC Division of Parks and Recreation, Office of Nature Preserves at (302) 739- 9039. Website: lilt0s://dnrec.alpha.delawarc.gov/parks/natural-ai’eas/ Additional Sustainable Practices • Install electric vehicle charging stations for your residents. Increasingly, residents will expect EV charging. It is easier to plan for the installation at construction, rather than doing costly retrofits later. The DNREC Division of Climate, Coastal and Energy offers rebates of up to 90% of the cost of the charging station for commercial, multi-unit dwelling and other public properties. These programs address climate change goals of reducing greenhouse gas emissions and improving overall air quality Response: Comment Noted. EV charging stations are available to the tenants and can be provided as necessary. 131

Item 4. April 1, 2021 McKee Road Apartments PLUS Response Page 8 of 9 • Use renewable energy infrastructure such as solar or geothermal to reduce energy costs and further reduce pollution created from offsite generation. Grant funds and incentives are available for Delmarva Power customers through the DNREC Green Energy Fund, which includes several funding types through the state’s major electric utilities Response: Comment Noted • Include space for recycling dumpsters within the preliminary site design stage. These can be placed adjacent to trash dumpsters. Response: Comment Noted. As required by the City of Dover, recycling receptacles are part of the dumpster requirements. • Incorporate nonmotorized connectivity and install bicycle racks where feasible to help facilitate non-vehicular travel modes. Response: Comment Noted. As required by the City of Dover, bike racks are part of the City’s requirements. • Use efficient Energy Star rated products and materials in construction and redevelopment. Energy efficient appliances use less energy over time. This saves consumers and businesses money, while also helping to reduce pollution from power generation. Response: Comment Noted • Use structural paint coatings that are low in Volatile Organic Compounds to help protect air quality. Air pollution from new construction is generated through the use of maintenance equipment, paints, and consumer products like roof coatings and primers. Response: Comment Noted • Use recycled materials, such as reclaimed asphalt pavement, to reduce heat island effects on paved surfaces, prevent landfill waste, and lower material costs. Response: Comment Noted Contact: DNREC Division of Climate, Coastal & Energy at (302) 735-3480. Website: https://dnrcc.alpha.Delaware.gov/cliiiiate-coastal-encruY/ Delaware Emergency Management Agency — Contact Philip Cane 659-2325 • This parcel is not within a mapped flood zone, though it does border several flood zones to the north and east. It is recommended that possible second evacuation route or a larger proposed exit route be added to McKee Road, in the event of rapid flooding. 132

Item 4. April 1, 2021 McKee Road Apartments PLUS Response Page 9 of 9 Response: Comment Noted. Secondary access to Mckee Road has been limited by deed restriction and DelDOT. State Housing Authority — Contact: Karen Horton 739-4263 • DSHA supports the site plan review to develop a 384-unit rental community on 74 acres in Dover. This site is in close proximity to services, markets, and employment opportunities and will expand the number of housing units needed for many residents facing housing insecurity. Response: Comment Noted • We encourage a site layout that creates human-scaled, and pedestrian-oriented community due to the intensity of the proposal. In addition, incorporating attractive streetscapes, community recreation areas, visually appealing façade treatments, and significant landscaping and pedestrian-oriented measures will create desirable rental units which are vital to any well-balanced community. Response: Comment Noted. Extensive Pedestrian facilities have been included for the project. Delaware Transit Corporation (DTC) — Contact .Iared Kauffman 576-6062 • A pair of companion Type 2 12’x8’ small shelter pad stops are needed. • The northbound stop should be placed at least 50’ far-side of the pedestrian crossing • The southbound stops should be placed at least 50’ far-side of McKee Road • An accessway at McKee Road to provide direct pedestrian access between the bus stops and the apartment buildings is needed • An accessway from the proposed entrance at Gemstone Blvd is needed • It is suggested to provide covered bicycle parking to encourage non-motorized travel Response: As part of the DelDOT coordination the project will work with DTC on the transportation needs and requirements for the community. Please review the enclosed documents at your earliest convenience and do not hesitate to contact me with any questions or concerns. Sincerely, BECKER MORGAN GROUP, INC. Jonathan N. H. Street Civil Designer JNS/ Cc: Samantha Bulkilvish, City of Dover Bill Krapf, LC Management 201821700aw-plus-resp.ltr.docx 133

Item 4. City of Dover DATA SHEET FOR RECREATION PLAN REVIEW Review of Active Recreation Area Plan and Consideration of Cash-in-Lieu Donation PARKS, RECREATION AND COMMUNITY ENHANCEMENT COMMITTEE MEETING OF April 12, 2022 PLANNING COMMISSION MEETING of April 18, 2022 Plan Title: McKee Road Apartments Plan Type: Active Recreation Area and Consideration of Cash-in-lieu Donation (Cash-in-lieu of Recreation Area Construction) Associated with Site Development Plan S-21-11 Location: Northeast side of McKee Road at the intersection of McKee Road and Scarborough Road Address: 1385-1389 McKee Road Tax Parcel: ED-05-067.00-02-57.00-000 Owner/Applicant: MCKEE CAP, LLC Site Area: 78.60 acres Zoning: RG-2 (General Residence Zone), C-2A (Limited Central Commercial Zone), and subject to the COZ-1 (Corridor Overlay Zone) Present Use: Vacant land, wooded areas Proposed Use: Multi-family Community (Apartment Buildings) Dwelling Units: 384 units Recreation Area: Required – 105,600 SF Provided – 77,586 SF (Deficient 28,014 SF) Proposed Cash-in-lieu Donation: Amount pending receipt of Appraisal documents to complete calculation. P. O. Box 475 Dover, DE 19903 134 Community Excellence Through Quality Service

Item 4. S-21-11: McKee Road Apartments Active Recreation Area Review and Consideration of Cash-in-Lieu Report to Parks, Recreation & Community Enhancement Committee – April 12, 2022 Page 2 of 8 I. PROJECT SUMMARY: The project proposes the construction of sixteen (16) 3-story garden-style apartment buildings each containing twenty-four (24) apartment units. The property at 1385-1389 McKee Road was annexed into the City of Dover in June of 2020. At that time the property was zoned RG-2 (General Residence Zone) with a 5.26-acre portion at the front of the property along McKee Road across from the Emerald Pointe Subdivision zoned C-2A (Limited Central Commercial Zone). A portion of the property is also subject to the COZ-1 (Corridor Overlay Zone). The current application under review is for the residential portion of the property only. II. ACTIVE RECREATION AREA PLAN SUMMARY: As part of the Plan review process for this project, the applicant prepared a Conceptual Recreation Plan (Received October 29, 2021) which illustrates how the McKee Road Apartments development will provide recreation amenities in accordance with the design specifications described in Zoning Ordinance, Article 5 Section 10: Open space, recreation, and other public facilities. Due to the property size and unit density, this project does not qualify for any of the Active Recreation Area exemptions for small developments under Zoning Ordinance, Article 5 §10.5. The Active Recreation Area is required at a rate of 275 SF per unit or a half acre (21,780 SF), whichever is greater. With this project of three hundred and eighty-four (384) units, the Active Recreation Area requirement calculates to 105,600 SF which is greater than the half-acre (21,780 SF). The Active Recreation Area proposal for the McKee Road Apartments project is depicted on the Recreation Plans (Received October 29, 2021) and in a Letter of Request. The proposal is to provide a “Club House/Pool” area of 12,000 SF near the entrance to the Community, a concrete Walking Trail throughout the community of 20,275 SF, and a Grass Turf Playing Field of 45,311 SF. The following table provides information from the submitted Plan for the Active Recreation Area as proposed: Required Provided on Plan Active Recreation 275 S.F. per dwelling unit or ½ • Club House – 6,000 SF Area (Article 5 acre (21,780 SF) whichever is • Pool – 6,000 SF §10.514) greater to be provided on site. • Walking Trail: 6 ft. wide concrete pathway 384 DU = 105,600 SF (2.42 ac) including general Required = 105,600 SF sidewalk areas – 20,275 SF Provided: 77,586 SF • Grass Turf Playing Deficient: 28,014 SF (0.64 ac) Field: maintained grass area measuring ? ft by ? ft – 45,311 SF Active Recreation Accessible It is unclear. A floor plan of the Amenities proposed Club House has not (Article 5 §10.15) been submitted; one accessible parking space provided at Club 135

Item 4. S-21-11: McKee Road Apartments Active Recreation Area Review and Consideration of Cash-in-Lieu Report to Parks, Recreation & Community Enhancement Committee – April 12, 2022 Page 3 of 8 House. No curb cuts or ramps shown on sidewalks or near street crossings. There is no sidewalk connection to Turf Field. Active Recreation Age Oriented to development All amenities seem to be geared Amenities towards older adults. No (Article 5 §10.15) amenities provided for families with small children. Parking Parking is shown near the Club House as a twenty-six (26) space parking lot. No additional parking is located near the Turf Field. Setbacks: 30 feet from There are no specific equipment residential lots and 25 feet from amenities or designated game right-of-way for street court surfaces that must meet this requirement. However the Turf Playing Field does have a corner that goes right to the property line that abuts the railroad tracks which may be of concern. Landscaping Landscaping shows increased tree planting along McKee Road behind the Club House and Pool Area and trees along the walking paths to provide shade. III. CONSIDERATION OF CASH-IN-LIEU The applicant has made a request for consideration of Cash-in-lieu of Recreation Area Construction. Their request seeks to pay cash-in-lieu of construction for the remaining Recreation Area of 28,014 SF (105,600 SF – 77,586 SF). If the Planning Commission determines that the construction of some or all of the required Active Recreation Area is not practical or desirable, then they shall require a full or partial Cash-in-Lieu donation for the portion of the Active Recreation Area determined as not practical or desirable. The applicant would be required to make a cash donation to the City’s Parkland Reserve Fund in lieu of the required recreation area. Zoning Ordinance, Article 5 §10 addresses Open Space, Recreation and Other Public Facilities outlines the calculation of the amount for cash-in-lieu of recreation area construction. For the calculation of the amount of the cash donation, the Zoning Ordinance, Article 5 §10.173 Amount of cash donation specifies that the “cash donation shall be equivalent to the appraised value of land area required…” and that land area value shall be “based on the appraisal prepared for the developer to secure construction financing.” 136

Item 4. S-21-11: McKee Road Apartments Active Recreation Area Review and Consideration of Cash-in-Lieu Report to Parks, Recreation & Community Enhancement Committee – April 12, 2022 Page 4 of 8 The applicant has not submitted the Appraisal documents as of November 4, 2021. IV. REVIEW PROCESS The Planning Office has prepared this Active Recreation Area Report outlining the Recreation Area proposal and noting the request for Cash-in-lieu donation. The Parks, Recreation and Community Enhancement Committee will need to consider the proposed Active Recreation Area and the proposed Cash-in-lieu of Recreation Area payment request and make a recommendation. The Planning Commission must act to accept the Recreation Area Plan and the Cash-in-lieu donation as part of its review of the Site Development Plan. If the amount of the Cash-in-Lieu payment can not be calculated then this will require future review. The Parks, Recreation and Community Enhancement Committee will review the Recreation Area Plan and the Consideration for the Cash-in-lieu for McKee Road Apartments at their meeting on November 9, 2021. The Planning Commission Public Hearing and Review of the Site Development Plan S-21-11 and the Recreation Area Plan/Consideration of Cash-in-lieu is scheduled for November 15, 2021. V. CODE CITATIONS: Dover Code of Ordinances, Appendix B – Zoning, Article 5 – Supplementary Regulations, Section 10 – Open Space, Recreation and Other Public Facilities (select excerpts). Article 5 Section 10 Section 10. - Open space, recreation and other public facilities. The City of Dover shall require the reservation of open space, recreation and other public facilities in accordance with the provisions of this section as a condition of approval for all one-family dwelling, two- family dwelling and multiple-family dwelling residential developments requiring conditional use approval, site development plan approval, or land subdivision approval by the City of Dover Planning Commission. 10.1 Recreation areas. 10.11 Purpose. The purpose of this section is to ensure that active recreation areas are provided as an integral design element within residential developments and that such facilities are of an adequate scale in relation to the size of the residential development and which provide residents with a variety of active recreational pursuits. 10.12 Dedication required. The commission shall require the dedication or reservation of recreation areas, and the subsequent construction of recreation facilities of a character, extent and location suitable to the needs created by a development for recreation facilities as defined and in accordance with the design guidelines set forth. 10.13 Definition. The following are illustrative of the types of recreation areas and subsequent facilities that shall be deemed to serve active recreational needs and therefore to count toward satisfaction of the recreation area requirements of this section: tennis courts, handball courts, racquetball courts, swimming pools, saunas and exercise rooms, meeting or activity rooms within clubhouses, baseball and soccer fields, basketball courts, volleyball courts, swings, slides and play apparatus, and developed walking, jogging or biking trails. 10.14 Recreation area review…. 10.15 Design guidelines… 137

Item 4. S-21-11: McKee Road Apartments Active Recreation Area Review and Consideration of Cash-in-Lieu Report to Parks, Recreation & Community Enhancement Committee – April 12, 2022 Page 5 of 8 10.16 Area required. All residential developments shall provide recreational areas in a size equal to 275 square feet per dwelling unit or one-half acre of land, whichever is greater. In no case shall the commission require that more than ten percent of the gross area of the development be so dedicated or reserved when the gross area is greater than five acres. 10.17 Cash in lieu of recreation area construction. 10.171 Determination of suitability for cash donation. If the commission determines that the construction of recreation is not practical due to close proximity to existing available recreation facilities or infeasible due to natural characteristics of the land or will not benefit the residents of the development, the commission shall require a full or partial cash in lieu of areas of donation to be made by the developer in lieu of a full or partial dedication of land. 10.172 Separate recreation account. The cash donation shall be deposited in a separate account to be used for parks, playgrounds or recreational purposes. 10.173 Amount of cash donation. The cash donation shall be equivalent to the appraised value of land area required in section 10.16. The land area value shall be based on the appraisal prepared for the developer to secure construction financing. This submitted appraisal shall be a copy of the original supplied to the lending institution, with that institution identified, and shall conform in all ways to the Uniform Standards of Professional Appraisal practice and be performed by an appropriately qualified certified appraiser. If an appraisal prepared for construction financing is not available, then the developer shall have an appraisal done in accordance with the procedures set forth in [sub]section 10.174. 10.174 Appeal of appraised value. If the city does not accept the land value established by the appraisal detailed in [sub]section 10.173, the city may, at the developer's expense, require another appraisal be performed. This appraisal will be let on a bid basis between at least three appropriately qualified, certified appraisers selected by the city. The appraiser(s) who prepared the original appraisal in [sub]section 10.173 cannot be a party to this appeal appraisal. 10.175 Payment of cash donation. One hundred percent cash donation provided under this section shall be collected prior to issuing the first building permit for the development. 10.7 Council approval. Prior to acceptance by the planning commission, all areas planned for public dedication, or cash donations provided under this section must be submitted to, and approved by the parks, recreation, and community enhancement committee of the City of Dover, and shall be subject to final review and approval by [the] city council. VI. STAFF RECOMMENDATIONS The following are comments and recommendations from Staff of the Planning Office following review of the Active Recreation Area Plan and Request for Consideration of Cash-in-lieu. 1) Cash-in-Lieu/Area Deficiency: The proposed plan presents three key areas as Active Recreation Area – the Club House, Concrete Walking Trail, and Turf Playing Field. With 384 units proposed the total required Active Recreation Area is 105,600 SF and what is proposed is an area of 77,586 SF, a deficit of 28,014 SF (0.64 ac). a. The deficiency of Active Recreation Area must be satisfied. It is the applicant’s intent to pay a Cash-in-Lieu Donation for the remainder of the Active Recreation Area not provided. Other options could be to reduce the unit count or to provide additional amenities throughout the development. 2) Active Recreation Area: As a residential development there is a requirement for Active 138

Item 4. S-21-11: McKee Road Apartments Active Recreation Area Review and Consideration of Cash-in-Lieu Report to Parks, Recreation & Community Enhancement Committee – April 12, 2022 Page 6 of 8 Recreation area. The project proposes a Club House and Pool Area, Concrete Walking Trails, and a Grass Turf Playing Field. The Plan lacks detail such as a layout for the Club House, or any additional amenities like landscaping, benches, or dog waste stations. While an extensive trail is shown throughout the apartment community, the connectivity to the Club House is very poor only showing sidewalk on the opposite side of the road from the Club House with no crosswalk in the vicinity of the Club House. No bicycle parking is shown on the plans near the Club House or apartment buildings. It is the opinion of the Planning Staff that the current Active Recreation Area Plan (Received October 29, 2021) does not comply with the purpose statement of Article 5, Section 10.1 Recreation Areas. (See Excerpt below). 10.1 Recreation areas. 10.11 Purpose. The purpose of this section is to ensure that active recreation areas are provided as an integral design element within residential developments and that such facilities are of an adequate scale in relation to the size of the residential development and which provide residents with a variety of active recreational pursuits. Additional design information and amenities are necessary to serve a development of this size (384 apartment units). Staff Recommends the following regarding this Recreation Area: a. Club House / Pool: Further development of the Active Recreation Areas at the Club House and Pool are needed. A floor plan and general use description of the areas within the Club House are needed. The area for the pool and pool deck should be called out on the plans and not just in the data column. Specific amenities in this facility should be identified in order to be evaluated for appropriateness. b. Concrete Walking Trail: There are additional amenities that could be placed along the Trail to extend its use. Dog waste stations, benches and physical fitness stations are all possible additions that would improve the use of the walking trails. Additionally, Staff recommends the developer to reconsider the use of concrete for the walking path in environmentally sensitive areas such as through the patch of woods opposite Buildings 1 and 2. c. Turf Playing Field: The grass turf playing field would benefit from seating, nets, or a shade structure for spectators. d. Bicycle Parking: Bicycle parking should be located inside and around the Apartment Buildings as well as outside of the Club House/Pool area. The presence of the trail on the property would suggest that not only would pedestrians use it, but heavy bicycle use would be common amongst the tenants. i. Add exterior (outside) bicycle parking specific to the apartment buildings. ii. Add other bicycle parking locations on site near the Club House and Grass Turf Field. iii. Provide an indoor bike storage area for apartment tenants. 139

Item 4. S-21-11: McKee Road Apartments Active Recreation Area Review and Consideration of Cash-in-Lieu Report to Parks, Recreation & Community Enhancement Committee – April 12, 2022 Page 7 of 8 e. Pedestrian Connectivity: Staff notes that the sidewalk system could easily be extended in several locations to increase pedestrian connectivity for the overall development. i. Extension of the sidewalk from south of Building 1 along the west side of the entrance drive to the Club House would eliminate the need for pedestrians to cross the entrance drive multiple times. ii. Placement of a crosswalk to the right of Building 10 would complete the loop of the walking trail. A crosswalk at the drive aisle to get to Buildings 3 and 4 would also assist pedestrians in getting to the walking trail portion that runs through the wooded area. f. Age-Based Amenities: It is unclear what the age group is that these apartments will be marketed to. There are no amenities for families with young children. If the apartments were geared towards an older population, one would expect to see benches along the sidewalks for resting. Even if the development was marketed to older people there is a good possibility some of them would have grandchildren and would appreciate a place to take them to play. If this development was geared towards younger people, one would expect to see additional facilities like a fire pit or outdoor grilling area where they could gather socially. Opportunities for physical fitness beyond just the walking trail could be offered such as fitness stations, and indoor gym facility, etc. 3) Consideration of Cash-in-lieu of Recreation Area Construction: The Commission should determine how the proposal should best address the requirement for an Active Recreation Area, which must be at least 275 SF per dwelling unit (275 SF x 384 D.U. = 105,600 SF) as required by the Zoning Ordinance. The applicant is seeking to instead pay a Cash-in-lieu for the 28,014 SF deficit of the required Active Recreation Area. Staff recommends additional amenities to help fulfill the purpose of the Recreation Areas Section of the Zoning Ordinance. VII. ADVISORY COMMENTS 1) The Site Development Plan set including any floor plans depicting the Recreational Area in the Club House are to include appropriate improvements, plans, and details of the Recreation Area as approved. 2) When a Cash-in-lieu of Active Recreation Area Construction payment amount is determined and agreed upon, it shall be submitted to the Planning Office prior to the issuance of the Building Permit for the first Apartment Building. The Cash-in-lieu donation will be deposited in the City’s Parkland Reserve Fund account. 3) There shall be provisions which ensure that the community space (all areas under consideration for Active Recreation Areas) shall continue as such and be properly managed and maintained. The developer shall either retain ownership and responsibility for maintenance of the common use areas or provide for and establish one (1) or more organizations for the ownership and maintenance of all common space i.e. a Homeowners 140

Item 4. S-21-11: McKee Road Apartments Active Recreation Area Review and Consideration of Cash-in-Lieu Report to Parks, Recreation & Community Enhancement Committee – April 12, 2022 Page 8 of 8 Association. The organization shall be responsible for maintenance, insurance and taxes on the community space. 4) In the event, that major changes and revisions to the Plan occur in the finalization of the Plan contact the Planning Office. Examples include reorientation of buildings, relocation of site components, changes in floor area or unit count, or design revisions impacting Active Recreation Areas. These changes may require resubmission for review by the Development Advisory Committee, Planning Commission, or other agencies and commissions making recommendations in regard to the plan. 5) The Parks, Recreation, and Community Enhancement Committee shall submit to the Planning Commission a report detailing the recommendations as to the Recreation Area Plan and Request for Consideration of Cash-in-Lieu. Attachments: • Site Plan S-21-11 McKee Road Apartments Recreation Plan Sheets C-201 to C-206 (Received October 29, 2021) • Building Architecture: Photos of Existing Apartment Projects from Developer • Letter regarding Recreational Areas and Request for Consideration of Cash-in-lieu Donation dated 10/1/2021 141

Item 4. April 6, 2022 Mrs. Samantha Bulkilvish Planner, City of Dover Department of Planning and Inspections P.O. Box 475 Dover, DE 19903-0475 PLANNING OUR CLIENTS’ SUCCESS RE: Parks and Recreation / Planning Commission Request MCKEE ROAD APARTMENTS Dover, Delaware 2018217.00 Dear Mrs. Bulkilvish: In response to the Parks and Recreation Committee report received in our office April 5, 2022, we would like to offer an additional narrative to our previous submission in hopes to clarify some of the concerns raised in the report. Specifically, item no. 2 within the Staff Recommendations. Item no. 2 addresses some items which the planning department deems would be beneficial to the active recreation plan for the development. These items include further development of the clubhouse and pool, walking trail clarifications, turf field amenities, bicycle parking, pedestrian connectivity, and lastly age-based amenities. We would like to offer these clarifications to the plan, addressing the issues one by one. Club house and Pool Area: As the clubhouse and pool area are still being developed, the owner has agreed to provide staff with some examples of the developer’s recent clubhouses on other projects to give staff a visual on the scale and materials of the structure as well as providing an additional narrative on the clubhouse space and how it would be utilized. The owner’s representative has agreed to provide these details under a separate cover. Concrete walking trails: The staff recommendation of provide alternative materials rather than concrete in the areas closer to the wetland buffers. This idea has previously been discussed BECKER MORGAN GROUP, INC. among the design team and was intended to be integrated into the construction documents. It is our intention to utilize a stone dust type trail material in the areas leading up to and away from the ARCHITECTURE & ENGINEERING more sensitive areas closer to the wetland buffers. Concrete would be utilized adjacent to drive 309 SOUTH GOVERNORS isles, and in and amongst the buildings farther from the buffered areas. As discussed at the DAC AVENUE meeting 4/6/2022, providing waste bag dispensers, and benches along the walking trails can DOVER, DE 19904 certainly be added to the plan and will be placed appropriately. Benches can and will also be 302.734.7950 FAX 302.734.7965 placed in the area of the manicured turf field. The landscape plan will be adjusted to both make accommodations for the fire access road as discussed with the City Fire Marshal as well as an PORT EXCHANGE attempt to provide more shade trees on the south side of the field. Additionally, the pedestrian SUITE 300 connectivity comments with regard to the extension of the sidewalk to the clubhouse and 312 WEST MAIN STREET SALISBURY, MD 21801 placement a crosswalk to the right of building 10 can and will be addressed in the plans. 410.546.9100 FAX 410.546.5824 Bicycle Parking facilities are required by code and will be provided on the plan in locations both convenient to the apartment residents and amenities. Bike facilities will also be located adjacent ARCHITECTURE & PLANNING to the club house and the playing field. Indoor storage of bicycles can be achieved by the use of SUITE 211 the storage locker located on each apartment balcony. 3205 RANDALL PARKWAY WILMINGTON, NC 28403 Shade structures, physical fitness stations and children's playgrounds are not intended to be 910.341.7600 FAX 910.342.7506 included on the plans currently. As the developer is the owner and operator of hundreds of communities and pride themselves on tenant retention and satisfaction, additional amenities www.beckermorgan.com 142

Item 4. March 23, 2022 McKee Road Apartments Page 2 would be provided as the market and tenants demanded. As such, the items listed above do not account for a great deal of additional square footage beyond what is already accounted for in our calculation for fee in leu. With the adjustments listed above, the noted deficiencies amount to a possible shade structure, some exercise station, and a playground. We respectfully request that staff amend its statement in the report that the plan “does not comply with the purpose statement of Article 5”. While we understand the request, we would submit that these additional specific amenities mentioned in the report would be future maintenance issues, as well as possible liability concerns for the management of the facility. Please contact me with any questions you may have. Sincerely, BECKER MORGAN GROUP, INC. Jonathan N. H. Street Associate JNS/ Enclosures cc: Bill Krapf, LC Management 201821700ax-COD-ltr.docx 143

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24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 Item 4. SITE DATA 24x36 24x36 1. OWNER OF RECORD: MEB PROPERTIES LLC N N N zC PO BOX 237 U cB Sa CHESWOLD, DE 19936 Uz Fg C U cA 24x36 (302) 422-3732 Sa p cB 24x36 U SC U 2. EQUITABLE OWNER: LC CONSTRUCTION RO RO A R LO BO BO B OR Fgc H 105 FOULK ROAD AR AR UG A O SC SC R cB OA WILMINGTON, DE 19810 D GH GH Sa bB H 24x36 (302) 429-8700 AD AD 24x36 RO RO FgcA 3. ENGINEER / SURVEYOR: BECKER MORGAN GROUP INC. SacB 309 SOUTH GOVERNORS AVENUE DOVER, DE 19904 24x36 (302) 734-7950 M CKEE ARCH I T E C TURE 24x36 D ENG I NE E R I NG OA 4. CITY OF DOVER APP. NO. S-21-11 SITE SITE SITE R RO RO H SacB AD AD Fg bB HbB 5. PROPERTY ADDRESS: 1385 MCKEE ROAD cA 24x36 DOVER, DE 19901 MC KE E MC KE E Dover, DE 24x36 6. PROPERTY MAP NUMBER: 2-00-06700-01-0100-00001 FgcA 309 S. Governors Ave. HbB M KEE 7. ZONING CLASSIFICATION: RG-2 GENERAL RESIDENCE, C-2A - LIMITED CENTRAL COMMERCIAL Dover, DE 19904 C AD H RO W bB bB (PARCEL CONTAINS COZ OVERLAY ZONE dc A H kB Ph. 302.734.7950 H FgcA 24x36 9. DEED SUMMARY: D.R. 5366/292, D.R. 463/180 cA Wd cA FgcA HbB Fax 302.734.7965 24x36 Fa HbB 10. PLAT REFERENCE: 255-86 11. NUMBER OF LOTS: EXISTING: 1 M C K M C K Salisbury, MD 312 West Main St. Suite 300 EE EE 24x36 12. SITE AREA: TOTAL PARCEL 78.60 ACRES (3,423,816 SQFT) R O R O 24x36 Salisbury, MD 21801 A A WOODLAND AREA 42.5 ACRES (3,423,816 SQFT) D D WOODLAND TO REMAIN 38.49 ACRES (3,423,816 SQFT) KENT COUNTY, DELAWARE KENT COUNTY, DELAWARE Ph. 410.546.9100 12. LANDSCAPING REQUIREMENT: 1 TREE/3000 SQFT OF DEVELOPMENT AREA. Fax 410.546.5824 24x36 AREA OF DEVELOPMENT 1,291,563 SQFT (29.72 ACRES) LOCATION MAP SCALE: 1" = 1200' LOCATION MAP SCALE: 1" = 3000' SOIL SURVEY MAP SCALE: 1" = 1,200' Wilmington, NC 24x36 1 / 3000 SQFT = 431 TREES ADDITIONAL REQUIREMENTS FOR RIPARIAN BUFFERS (1.63 ACRES OF AREA) SOIL MAP TAKEN FROM "SOIL SURVEY, KENT COUNTY 3333 Jaeckle Drive, Suite 120 118 TREES (CANOPY AND UNDERSTORY TREES VARYING IN HEIGHT AND SIZE) 49 SHRUBS (1 GAL POTS OR BARE ROOTS) DELAWARE", MAP NO. 18 & 22 Wilmington, North Carolina 28403 Ph. 910.341.7600 24x36 24x36 FgcA : FALLSINGTON LOAMS, 0 TO 2 PERCENT SLOPES, MID-ATLANTIC 12. ACTIVE RECREATION AREA: REQUIREMENT: 275 SQFT/DU 384 * 275 = 105,600 SQFT COSTAL PLAIN Fax 910.341.7506 HbB : HAMBROOK SANDY LOAM, 2 TO 5 PERCENT SLOPES PROVIDED: 77,586 SQFT (28,014 SQFT BALANCE) (+/- 12,000 SQFT CLUBHOUSE/POOL AREA) HkB : HAMBROOK-URBAN LAND COMPLEX, 0 TO 5 PERCENT SLOPES www.beckermorgan.com LO : LONGMARSH AND INDIANTOWN SOILS, FREQUENTLY FLOODED 24x36 24x36 (+/- 45,311 SQFT ACTIVE MANICURED TURF FIELDS) SacB : SASSAFRAS SANDY LOAM, 2 TO 5 PERCENT SLOPES, (+/- 20,275 SQFT ACTIVE CONCRETE WALKING TRAILS) MID-ATLANTIC COSTAL PLAIN FEE IN LIEU REQUESTED FOR BALANCE UzC : UDORTHENTS, 0 TO 10 PERCENT SLOPES 13. PRESENT USE: VACANT LAND WdcA : WOODSTOWN SANDY LOAM, 0 TO 2 PERCENT SLOPES, FCM 24x36 24x36 14. PROPOSED USE: MULTI-FAMILY COMMUNITY S 34° 52' 34" E 20' B.R.L. MID-ATLANTIC COSTAL PLAIN LA DEL. R.R. REND S N/F AL ESTATE AG 15 PROPOSED BUILDING: BUILDING: 3-STORY, 24 UNITS, +/-10,200 S.F. ED-00-05 ENT 7.00-02-08.00-0 20' B.R.L. 0001 16. BUILDING TYPE: TYPE IIB 13 .8 24x36 24x36 G 548 DIN FIRC 17. IMPERVIOUS COVERAGE: EXISTING: <1% - 14,560 S.F. (0.33 ACRES) BU IL 20' B.R.L. ED ITS . ± PROPOSED: 19% - 651,850 S.F. (14.96 ACRES) P OS 24 U0NSQ.F??T.??' 7' P RO 0 0,0 L.: 1 . E MAX IMPERVIOUS COVERAGE - 75% (71,376 SQFT - 1.6385 ACRES) F.F 24x36 18. PARKING CALCULATIONS: APARTMENTS 2 PER DWELLING AND I FOR EVERY 200 SQ.FT. OFFICE SPACE PROPOSED BU 24 UNITS 10,000 SQ.FT. ILDING 6 2723.4 '7 12.73' 24x36 F.F. EL.: ??.? ± AND 0.25 PER DWELLING UNIT FOR VISITOR SPACE. PR ?' FIP REQUIRED: 864 ING PROVIDED: 768 ILD BU 1 . E F.F ED ITS . ± 24x36 HANDICAP PARKING SPACES: 32 24x36 OS 4 UN Q.FT ?' OP 02,000 LS.: ??.? LOADING BERTHS: N/A 14 REQUIRED / BLD: 2.25 SPACES / UNIT @ 24 UNITS /BLD = 54 SPACES ING S 37 ED IT . ± ILD 5 PROVIDED: 48 SPACES / BUILDING (REQUESTED WAIVER) 15 7' BUS AD OS 4 UN Q.FT ?' DING ° 16' LANDS N/F 30' HANDICAP PARKING SPACES: 1 PER BUILDING 24 8° 1 OP 02,000 LS.: ??.? B.R 10,000UNITS 1 . E STOLZFUS-MAST PART. .L. 24x36 24x36 F.F BUIL RORIES 19. SETBACKS: FRONT YARD: 30' F.F. EL SQ.FT. ± T. M. 2-05-06700-02-1202-00001 N2 12 PROPOSED BUILDI 51" W DEED REF. 6511/192 SIDE YARD: 25' (50' TOTAL BOTH SIDES) .: ??.? G OSED ZONE: M (C.O.D.) IN ?' PR ILD REAR YARD: 30' NG 7 BU S 20. BULK REQUIREMENTS: RG-2: GENERAL RESIDENCE (CITY OF DOVER) 10,0. EL.: PROP 10,000 SQ.FT. ± H D S .± ' VA SE24 UNSITQ.FT.? 24x36 24x36 F.F 32" O F.F. EL.: ??.??' 24 UNIT UG IDTH ? OP 21. SIGNAGE FUTURE PERMIT SUBMISSION 00 ?? 22. SOURCE OF WATER: CITY OF DOVER E PR RO W. W 23. SOURCE OF SEWER: CITY OF DOVER SIRC LANDS N/F 24x36 24x36 16 BO R.O. 24. SOURCE OF GAS: CHESAPEAKE G COLLEGE PARK MGMT. IN T. M. 2-05-06700-02-1201-00001 . OS 24 U0 SQ.F??.??' 25. SOURCE OF ELECTRIC: CITY OF DOVER ILD AR 388 BU DEED REF. 495/081 ED NITS T. ± N 26. ROAD CLASSIFICATION: MCKEE ROAD, MINOR ARTERIAL (K640) 0 10,0. EL.: ZONE: M (C.O.D.) .18' SC 24x36 F.F 24x36 11 27. STATE STRATEGY LEVEL: INVESTMENT LEVEL I G OP 28. DELDOT TID: PARCELS OUTSIDE OF DELDOT TRANSPORTATION IMPROVEMENT DISTRICTS IN PR PR OS 24 U0 SQ.F??.??' PROPOSED BUILDING 3 ILD OP BU PROPOSED BUILDING 4 29. DELDOT PROJECT ID No.: ??? G ED NITS T. ± 0 10,0. EL.: ,0 L IN ILD F.F 10 F. E 30. LAND USE JURISDICTION: CITY OF DOVER 24 UNITS F. BUS . ± 24x36 24x36 24 UNITS 10,000 SQ.FT. ± 31. PROPERTY LOCATION: LATITUDE N39° 04' 51.39" WRS80 - NAD83 (2011) OP 10,000 SQ.FT. ± EDUNIT .FT .??' F.F. EL.: ??.??' OS 24 00 SQ.: ?? LANDS N/F N2 PR F.F. EL.: ??.??' (RD LONGITUDE W75° 30' 15.69" WRS80 - NAD83 (2011) 8 DARTSWIFT PROPERTY T. M. 2-05-06700-02-1203-00001 24x36 32. SURVEY DATUM: NGS MONUMENTS 9° 0 DEED REF. 237/298 24x36 VERTICAL: NAVD 88 - E35 ZONE: M (C.O.D.) HORIZONTAL: NAD 83 (2011) - CORS .N 6' 0 0 MEB PROPERTIES, LLC LANDS N/F 719.6 10,0. EL.: F.F PR T. M. PARCEL 2-00-06700-01-0100-00001 OP 3" E ING 33. SURVEY UNIT: LINEAR: US SURVEY FOOT ANGULAR: DEGREES MINUTES SECONDS (DMS) RADIUS: 1849.86' O. BU ED ITS . ± ILD DEED REF. 5366/292 ZONING: RS1 (K.C.) 24x36 ARC LENGTH: 1709.26' OS 24 U0NSQ.F??T.??' PERMANENT STORMWATER EASEMENT 78.60 ACRES± 7' 24x36 10 PROJECT TITLE 29 TO BENEFIT THE STATE OF DELAWARE COORDINATE TYPE: GROUND SEE DEED REF: 463-180 CHD. BRG: N 12° 09' 31" W FCM 34. MONUMENTATION: 4 FOUND / 3 SET CHD. LENGTH: 1649.10' FCM 4) 35. SURVEY CLASSIFICATION: SUBURBAN SURVEY MCKEE ROAD PROPOSED BUILDING 9 S 36 24x36 24x36 36. STORMWATER MANAGEMENT AREA: 0.27 ACRES 24 UNITS APPARTMENTS 37. TOTAL WOODLAND PRES. AREA 38.50 ACRES 10,000 SQ.FT. ± 13" W LANDS N/F F.F. EL.: ??.??' ° 06' 38. PERCENT SLOPE SLOPES VARY BETWEEN 1-5% ACROSS THE SITE. CAPITAL SCHOOL DISTRICT T. M. 2-05-06700-02-4800-00001 39. DUMPSTER REQUIREMENTS : 2 DUMPSTERS FOR FIRST 48 UNITES THEN 1 PER 24. 33' DEED REF. 107/313 24x36 192. 24x36 1 24 B ZONE: IO (C.O.D.) REQUIRED :2 FOR FIRST 48 UNITS. 384 - 48 = 336 UNITS / 24 = 14 DUMPSTERS 2 F.F ,000 NITS UIL 0 U MCKEE ROAD . E SQ DIN L.: .FT G PROVIDED : 16 DUMPSTERS N 40° 42' 45" W ?? . ± .?? ' ED FCM CITY OF DOVER OS OP PR 30' B.R.L. 293.51' S 48° 16' 18" W 24x36 24x36 30 'B .R LANDS N/F KENT COUNTY, DE MARTHA E. .L 10 24 U B . T. M. 2-00-06700BAYNARD 1 F.F ,000 NITS UIL . E SQ DIN L.: .FT G -01-02 DEED REF. X20/0 00-00001 ?? . ± .?? ' ED OS ZONE: RS1 (K.C.)78 24x36 24x36 OP PR ) 24x36 56 24x36 .1 30' B.R.L. .W RO 0 25 50 100 S 38° 37' 45" E 825.31' X SCALE : 1" = 50' FIP .W A N 51° 22' 15" E 80' 24x36 30 24x36 'B .R.L . ID D CO X Z-1 RE TH ( STR R 60' SHEET TITLE CO ICT A D. V Z-1 ION 275.00' RE 30' B.R 24x36 .L. 24x36 STR R IE N COVER SHEET ICT ION S O 527.51' EE 24x36 K R .O 100' CORRIDOR OVERLAY SETBACK PROPOSED COMMERCIAL IMPROVEMENTS . 24x36 . C 80' CORRIDOR OVERLAY SETBACK 50' COZ-1 RESTRICTION M 50' CORRIDOR OVERLAY SETBACK 40' CORRIDOR OVERLAY SETBACK 50' CORRIDOR OVERLAY SETBACK 40' CORRIDOR OVERLAY SETBACK 30' B.R.L. 40' COZ-1 RESTRICTION 30' B.R.L. 30' B.R.L. 30' B.R.L. 24x36 FCM 840.20' MCKEE ROAD N 38° 37' 45" W (RD. NO. 156) FCM FCM FCM . 24x36 R.O.W. WIDTH VARIES FCM 24x36 24x36 24x36 24x36 0 50 100 200 24x36 24x36 SCALE : 1" = 100' 24x36 24x36 LEGEND ISSUE BLOCK ITEM EXISTING PROPOSED ITEM EXISTING PROPOSED 24x36 24x36 CONCRETE CURB & GUTTER SANITARY GRAVITY SEWER LINE, EX. 10"S 10" S SIZE & FLOW DIRECTION CONCRETE SIDEWALK, SLAB / PAVING SANITARY SEWER FORCE MAIN, SIZE EX. 10" F.M. 12" F.M. IMPERVIOUS SURFACED ROAD, DRIVE & FLOW DIRECTION OR PARKING LOT 24x36 24x36 SANITARY SEWER MANHOLE (S.M.H.) INDIVIDUAL TREE OR BUSH N/A EVERGREEN DECIDUOUS SANITARY SEWER CLEANOUT WIRE FENCE X X X X X X 24x36 CHAINLINK FENCE WATER MAIN & SIZE EX. 10" W 12" W 24x36 STOCKADE FENCE FIRE HYDRANT F.H. F.H. . STRUCTURE (CONCRETE, WOOD, WATER VALVE (W.V.) OR METER (W.M.) . . . 24x36 METAL, ETC.) W.M. W.V. W.M. W.V. 24x36 MARK DATE DESCRIPTION STORM DRAIN MANHOLE (S.D.M.H.) LAYER STATE: C-001 DRAINAGE DITCH OR SWALE EMBANKMENT SIDESLOPES (DOWN) STORM DRAIN LINE (CMP OR RCP) PROJECT NO.: 2018217.00 DATE: 10/01/2021 24x36 24x36 CONTOUR 49 55 CATCH BASIN ELEVATION SPOT SHOT 43.55 25.15 25.50 T.C. UTILITY POLE W/ OVERHEAD SERVICE (TELEPHONE OR ELECTRIC OR BOTH) SCALE: 1" = 100' 25.00 B.C. BENCH MARK N/A DRAWN BY: A.C.F. PROJ. MGR.: J.N.S. 24x36 24x36 UNDERGROUND ELECTRIC U.E. U.E. PROPERTY OR RIGHT-OF-WAY LINE UNDERGROUND TELEPHONE U.T. U.T. SHEET CENTERLINE C-001 UNDERGROUND GAS MAIN EX. 2" G 2" G LIGHT POLE 24x36 24x36 PAVEMENT TO BE REMOVED N/A COPYRIGHT 2019 148 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-SITE-C3D18.dwg, Mar 25, 2022 - 10:26am 24x36 2022-03-25 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36

24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 Item 4. KEY MAP - MCKEE ROAD APPARTMENTS 24x36 24x36 . N SC B AR C-206 C-204 24x36 24x36 GH OU OR S 48° 16' 18" W 41 AD 24x36 RO 24x36 C-203 C-205 24x36 ARCH I T E C TURE 24x36 C-201 ENG I NE E R I NG 24x36 C-202 Dover, DE 24x36 MCKEE ROAD 309 S. Governors Ave. Dover, DE 19904 SCALE: 1" = 750' Ph. 302.734.7950 24x36 Fax 302.734.7965 24x36 Salisbury, MD 24x36 312 West Main St. Suite 300 24x36 Salisbury, MD 21801 Ph. 410.546.9100 Fax 410.546.5824 Wilmington, NC 24x36 24x36 3333 Jaeckle Drive, Suite 120 Wilmington, North Carolina 28403 Ph. 910.341.7600 24x36 24x36 Fax 910.341.7506 24x36 www.beckermorgan.com 24x36 30' B.R.L. 100' 24x36 24x36 X 100' WETLANDS BUFFER X 42 24x36 24x36 X X 24x36 24x36 X 825.31' 24x36 X 24x36 SWM AREA X 24x36 24x36 X OE X 43 OE 24x36 44 24x36 OE X 43 43 44 OE 45 24x36 OE X 24x36 44 OE 43 43 45 45 G G G G G G OE G 46 X . 24x36 43 OE OE N 24x36 X 46 OE 46 X OE 24x36 24x36 G 24x36 24x36 47 47 43 24x36 24x36 G PROJECT TITLE 24x36 47 MCKEE ROAD 24x36 24x36 44 APPARTMENTS 24x36 48 48 G MCKEE ROAD 48 24x36 PROPOSED COMMERCIAL IMPROVEMENTS CITY OF DOVER 24x36 527.51' KENT COUNTY, DE 24x36 8"W 24x36 LANDS N/F MARTHA E. BAYNARD 45 49 T. M. 2-00-06700-01-0200-00001 G DEED REF. X20/078 ZONE: RS1 (K.C.) 24x36 24x36 12' 12' 7' 12' 49 50' COZ-1 RESTRICTION W.V. 50' CORRIDOR OVERLAY SETBACK 30' B.R.L. 24x36 24x36 6 4 F.H. 40' CORRIDOR OVERLAY SETBACK SHEET TITLE 24x36 6' 24x36 40' COZ-1 RESTRICTION 30' B.R.L. 47 G SITE PLAN 24x36 . 24x36 . 48 . 48 N 38° 37' 45" W FCM 24x36 24x36 G FCM FO FO FO FO OE OE OE FO FO FO FO FO 24x36 24x36 FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 24x36 48 OE 24x36 48 47 47 46 46 45 6' 24 EX. C.B.: ?? 0 15 30 60 44 45 43 GRATE: 43.87' 44 INTERSECTION IMPROVEMENTS PER INV. IN: ??.??' 48 44 43 46 INV. OUT: ??.??' 24x36 APPROVED TIS 24x36 G 45 44 47 45 46 46 SCALE : 1" = 30' 10' 5' 49 47 5' 10' 45 47 48 24x36 24x36 46 ISSUE BLOCK 12' 47 12' 49 48 48 24x36 24x36 50 10.5' 10.5' 50 G 24x36 24x36 49 EX. C.B.: ?? GRATE: 45.48' 24x36 50 EX. SAN. MH.: ?? INV. IN: ??.??' 24x36 RIM EL.: 47.96' EX. C.B.: ?? INV. OUT: ??.??' EX. C.B.: ?? INV. IN: ??.??' G EX. ??"W INV. OUT: ??.??' GRATE: 47.72' G EX. 10" F.M. GRATE: 49.34' INV. IN: ??.??' G . GEMSTONE INV. IN: ??.??' INV. OUT: ??.??' . . INV. OUT: ??.??' G G . G 24x36 24x36 W.V. G LANDS N/F MARK DATE DESCRIPTION G 1298 MCKEY RD LLC LAYER STATE: C-201 G T. M. 2-05-06700-01-3000-00001 G G DEED REF. 6634/0276, 6634/0272, 0427/0280 PROJECT NO.: 2018217.00 EX. 4"W EX.8"S G F.H. EMERALD POINTE G ZONE: CPO DATE: 10-01-2021 24x36 24x36 G G G BLVD. G G G G SCALE: 1" = 30' G DRAWN BY: A.C.F. PROJ. MGR.: J.N.S. 24x36 24x36 SHEET 24x36 C-201 COPYRIGHT 2019 24x36 149 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-SITE-C3D18.dwg, Mar 25, 2022 - 10:26am 24x36 2022-03-25

24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 G Item 4. KEY MAP - MCKEE ROAD APPARTMENTS W.V. W.V. 24x36 24x36 G SEWER C-PR-U-SEWER-MH-4ID . 8" 41 W.V. N 40 S A SC SEWER C-PR-U-SEWER-MH-4ID GH C-206 41 C-204 24x36 24x36 OU G 40 OR RB G 6' AD F.H. 24x36 RO 24x36 G 40 C-203 C-205 40 24x36 40 ARCH I T E C TURE 24x36 C-201 41 ENG I NE E R I NG 6' WIDE P.C.C. SIDEWALK (TYP.) Dover, DE G 24x36 C-202 W.V. 41 42 24x36 41 MCKEE ROAD 309 S. Governors Ave. 42 Dover, DE 19904 ' Ph. 302.734.7950 SCALE: 1" = 750' 12 24x36 Fax 302.734.7965 24x36 ' 12 Salisbury, MD G 24x36 312 West Main St. Suite 300 24x36 42 Salisbury, MD 21801 Ph. 410.546.9100 42 EX. Fax 410.546.5824 PR. TREE LINE G WETLANDS 8" Wilmington, NC 24x36 24x36 W 3333 Jaeckle Drive, Suite 120 Wilmington, North Carolina 28403 Ph. 910.341.7600 24x36 24x36 42 Fax 910.341.7506 42 www.beckermorgan.com G 24x36 24x36 10 0' 24x36 24x36 G 50' 24x36 24x36 42 SWM AREA 100' WETLANDS OE BUFFER 24x36 24x36 G 40 42 S 38° 37' 45" E 50' 41 24x36 FIP 24x36 41 SWM AREA G 41 41 24x36 42 24x36 42 OE 44 24x36 41 42 24x36 G 41 44 44 43 42 43 12' 9' 43 8"W 24x36 24x36 18' 43 W.V. W.V. 44 41 12' 42 43 G 44 G G 43 G G . N G G G G G G G G G G 24x36 OE F.H. 24x36 N 51° 22' 15" E 44 44 OE 24x36 24x36 42 275.00' OE 9' OE 41 18' OE 42 24x36 24x36 OE 5"W 43 OE 0' OE 42 24x36 10 OE 24x36 OE PROJECT TITLE OE 44 24x36 42 OE 45 MCKEE ROAD 24x36 APPARTMENTS OE OE POOL 24x36 OE 24x36 OE PROP OE OSE MCKEE ROAD D C 6,000 ± SQLUBHOUSE EX. WETLANDS OE 24x36 OE 43 F.F. EL.: .FT. CITY OF DOVER PROPOSED COMMERCIAL IMPROVEMENTS 24x36 ??.??' KENT COUNTY, DE OE 45 OE 24x36 24x36 100' CORRIDOR OVERLAY SETBACK 44 24x36 24x36 46 46 80' CORRIDOR OVERLAY SETBACK 45 FO 50' COZ-1 RESTRICTION 24x36 24x36 50' CORRIDOR OVERLAY SETBACK FO SHEET TITLE 46 40' CORRIDOR OVERLAY SETBACK 24x36 FO 47 24x36 42 40' COZ-1 RESTRICTION SITE PLAN 30' B.R.L. 30' B.R.L. 42 FO . 43 24x36 FO 47 24x36 44 45 46 FO . 24x36 47 FO FCM 48 840.20' . 24x36 FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OE OE OE OE OE OE FO FO FO FO 24x36 47 OE OE OE OE 48 OE OE OE FO OE 24x36 49 OE 47 48 46 24x36 24x36 45 48 OE 44 47 0 15 30 60 44 46 45 48 24 24 24 24x36 45 45 24x36 49 49 46 48 49 46 OE 47 50 47 SCALE : 1" = 30' 48 48 24x36 24x36 50 49 ISSUE BLOCK 49 OE 50 24x36 24x36 OE 24x36 24x36 50 OE 24x36 24x36 50 . . . . OE G G G G G 24x36 G 24x36 MARK DATE DESCRIPTION LAYER STATE: C-202 G PROJECT NO.: 2018217.00 EX. 4"W EX.8"S DATE: 10-01-2021 24x36 24x36 G G SCALE: 1" = 30' G G DRAWN BY: A.C.F. PROJ. MGR.: J.N.S. 24x36 24x36 SHEET 24x36 C-202 COPYRIGHT 2019 24x36 150 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-SITE-C3D18.dwg, Mar 25, 2022 - 10:27am 24x36 2022-03-25 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36

24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 Item 4. KEY MAP - MCKEE ROAD APPARTMENTS OP 34 36 18' PR 24x36 24x36 35 18' 12' 12' 18' 12' 12' 18' 35 35 33 33 G 35 . S .± N EDUNIT .FT .xx' SC PROPOSED BUILDING 3 B AR PROPOSED BUILDING 4 OS 24 00 SQ.: xx ' 35 C-206 C-204 24x36 24x36 18 GH OU ' ' OR 12 12 36 ,0 L G 24 UNITS 10 F. E IN ' AD EX. 18 24x36 RO 24x36 IL D WETLANDS 24 UNITS F. 6' 4' 6' C-203 10,000 SQ.FT. ± 37 BU G 36 8" S 6' 34 34 10,000 SQ.FT. ± C-205 38 ARCH I T E C TURE SEWER C-PR-U-SEWER-MH-4ID C-PR-U-SEWER-MH-4ID SE WE R F.F. EL.: 38.5' 36 24x36 24x36 38 ENG I NE E R I NG F.F. EL.: 38.5' PR. TREE LINE C-201 GE 36 8 37 PR. TREE LINE S RA ES 18' 10' 8" C-202 Dover, DE GA AC 35 24x36 24x36 35 PR. TREE LINE 309 S. Governors Ave. ED SP 36 MCKEE ROAD G Dover, DE 19904 OS ING W.V. Ph. 302.734.7950 OP K 15' 37 F.H. 37 SCALE: 1" = 750' Fax 302.734.7965 PR PAR 24x36 24x36 4' 36 5 15' Salisbury, MD 24x36 8"W 312 West Main St. Suite 300 24x36 36 Salisbury, MD 21801 12' 18' Ph. 410.546.9100 18' 37 G 12' Fax 410.546.5824 36 Wilmington, NC 24x36 24x36 35 PICNIC AREA W 4' 1,900 S.F. ± 37 10' 8" 3333 Jaeckle Drive, Suite 120 6' 37 36 6' 38 Wilmington, North Carolina 28403 PROPOSED GARAGE Ph. 910.341.7600 24x36 24x36 18' 12' 18' 18 36 12' 37 G G ' 37 Fax 910.341.7506 36 38 8" S PR. TREE LINE 38 39 www.beckermorgan.com 5 PARKING SPACES 24x36 24x36 39 65' 6' WIDE P.C.C. SIDEWALK (TYP.) 38 38 100' C-PR-U-SEWER-MH-4ID 24x36 24x36 SEWER 38 MAINTENANCE 6' WIDE P.C.C. SIDEWALK (TYP.) 40 BUILDING 6' G 24x36 8" SEWER LINE 24x36 9X18' PARKING SPACE 37 8" WATER LINE 39 24x36 24x36 6' 8" S 37 37 50' EX. 38 24x36 24x36 G WETLANDS 6' G 40 C-PR-U-SEWER-MH-4ID ER SEW G 38 40 24x36 G 24x36 W.V. 8" PR. TREE LINE 8"W S W.V. F.H. W.V. 12' 12' W.V. 39 50' WETLANDS 6' 24x36 24x36 SEWER BUFFER C-PR-U-SEWER-MH-4ID 41 38 39 41 G 38 39 39 39 8" SEWER LINE 8" WATER LINE 24x36 24x36 40 G 40 39 PR. TREE LINE . 42 PROPOSED BUILDING 9 15' 24x36 40 4' N 24x36 PR. TREE LINE G 18' PROPOSED GARAGE PR. TREE LINE 8"W 39 PR 40 8" S 5 P OPO 24 UNITS 41 8"W G AR SED 24x36 24x36 12' G KIN G 8" 10,000 SQ.FT. ± 4' G S ARA S 5 PARKING SPACES SWM AREA PA GE 41 6' 37 12' CE 17 6' F.F. EL.: 40.00' 24x36 S 12' 41 24x36 9X18' PARKING SPACE 8"W 9' G 41 41 18' 40 12' 10' 18' 6' WIDE P.C.C. SIDEWALK (TYP.) G 24x36 4' 38 24x36 PROJECT TITLE 39 G 4' G 40 39 MCKEE ROAD 40 42 24x36 41 24x36 G 41 18' 12' 12' 18' APPARTMENTS 39 41 6' WIDE P.C.C. SIDEWALK (TYP.) 6' SE WE R C-PR-U-SEWER-MH-4ID 41 41 24x36 42 42 24x36 G PR 40 MCKEE ROAD OP G 40 OS CITY OF DOVER E 41 9X18' PARKING SPACE 24 D 24x36 24x36 G 8"W KENT COUNTY, DE U B F.F ,000 NITS UILD 10 41 24x36 . E SQ L.: .FT ING 18' 24x36 43. . ± G 30' 2 8"W PR 5 P OPO AR SED G 12' 41 KIN G 8" S 24x36 41 G 4' G S ARA G G 1 24x36 PA GE FI 8' W 41 D C-PR-U-SEWER-MH-4I SE WE CE 8"W R 60' 12' 41 42 S RE ID 22. 9' AC E 1 CESUB 8" G W 24x36 24x36 41 10' 41 18' 18' SS SU 4' (T RF 19. 8" YP A SHEET TITLE 40 18' 4' S .) CE G 24x36 24x36 42 SITE PLAN G 6' 15' W.V. 24x36 G W.V. W.V. SEWER C-PR-U-SEWER-MH-4ID 8" S 41 . 24x36 . 40 SEWER C-PR-U-SEWER-MH-4ID 42 PR . 41 18 41 G 40 FIR' WID OP 24x36 24x36 EA ES C C UBS OS G ES S ( URFA TY ED 6' P.) CE 10 24 U BU G F.H. F.F,000 SNITS ILD 24x36 24x36 40 10' . E Q. L.: FT. ING 40 24x36 42. ± 5' 1 40 24x36 18' 41 6' WIDE P.C.C. SIDEWALK (TYP.) G 0 15 30 60 W.V. 41 42 24x36 42 41 24x36 41 42 41 50' 41 12 ' SCALE : 1" = 30' 10 0' G ' 12 24x36 24x36 ISSUE BLOCK 24x36 42 42 24x36 PR. TREE LINE 42 PR. TREE LINE G 24x36 8" 24x36 W 24x36 24x36 42 42 G . . . . 24x36 43 24x36 MARK DATE DESCRIPTION LAYER STATE: C-203 50' PROJECT NO.: 2018217.00 DATE: 10-01-2021 24x36 24x36 G SCALE: 1" = 30' 42 DRAWN BY: A.C.F. PROJ. MGR.: J.N.S. SWM AREA 24x36 24x36 44 SHEET OE G 24x36 FO 100' C-203 24x36 42 COPYRIGHT 2019 151 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-SITE-C3D18.dwg, Mar 25, 2022 - 10:30am 24x36 2022-03-25 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36

24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 Item 4. KEY MAP - MCKEE ROAD APPARTMENTS 24x36 24x36 . N OE SC B OE AR OE C-206 C-204 24x36 24x36 OE GH OE OU OE OR OE 24x36 OE AD RO 24x36 OE OE C-203 OE OE C-205 24x36 OE OE ARCH I T E C TURE 24x36 OE 33 OE C-201 ENG I NE E R I NG OE OE OE OE OE C-202 Dover, DE 24x36 OE 24x36 OE MCKEE ROAD 309 S. Governors Ave. OE Dover, DE 19904 33 OE OE 20' B.R.L. Ph. 302.734.7950 OE SCALE: 1" = 750' 24x36 OE Fax 302.734.7965 24x36 OE OE Salisbury, MD 33 29 OE EX. OE 32 24x36 WETLANDS OE 312 West Main St. Suite 300 24x36 OE Salisbury, MD 21801 30 OE OE Ph. 410.546.9100 OE Fax 410.546.5824 OE OE Wilmington, NC 24x36 24x36 30 3333 Jaeckle Drive, Suite 120 30 34 31 Wilmington, North Carolina 28403 Ph. 910.341.7600 24x36 24x36 Fax 910.341.7506 24x36 36 www.beckermorgan.com 24x36 37 10' 38 24x36 24x36 30 31 PROPOSED B 24x36 24 UNITS UILDING 6 24x36 32 10,000 SQ.FT. 29 F.F. EL.: 38.5± 18' WIDE SUBSURFACE FIRE ACCESS (TYP.) 24x36 ' 24x36 32 18' 33 38 6' WIDE P.C.C. SIDEWALK (TYP.) 37 24x36 F.H. 24x36 29 30 34 35 36 38 8"W 31 32 38 33 37 6' 6' 24x36 24x36 18' EX. G 34 G WETLANDS 30 29 G 37 G G W.V. SWM AREA 36 G G 6' 24x36 12' 8"W 31 24x36 12' 15' G G 32 8" S C-PR-U-SEWER-MH-4ID SEWER ' 12 12' 24x36 35 4' 8" S 24x36 4' ' C-PR-U-SEWER-MH-4ID 12 SEWER 36 . 36 G 37 8"W 18' ' 38 G PROPOSED G 12 N 5 PARKING S ARAGE 24x36 24x36 G PACES 34 EX. 36 36 WETLANDS PICNIC AREA 32 6' WIDE P.C.C. SIDEWALK (TYP.) 24x36 24x36 38 1,900 S.F. ± 36 G 24x36 37 36 24x36 G LANDS N/F 37 MEB PROPERTIES, LLC 8"W 32 24x36 T. M. PARCEL 2-00-06700-01-0100-00001 24x36 DEED REF. 5366/292 G 31 PROJECT TITLE G ZONING: RS1 (K.C.) 30 78.60 ACRES± MCKEE ROAD 5 37 24x36 18' 37 12' 24x36 24 UN BUILDIN 12' 18' G G SE WE R D C-PR-U-SEWER-MH-4I 30 APPARTMENTS 10,000 ITS G 24x36 24x36 W.V. 4' 36 MCKEE ROAD F.F. E SQ.FT. ± 31 CITY OF DOVER L.: 38 PROP 24x36 24x36 50' WETLANDS KENT COUNTY, DE 5 PAROSED GAR OSED .5' BUFFER 6' 35 12' G 18' SWM AREA 18' 12' KING A G SPAC GE 24x36 24x36 50' 8"W PROP PROPOSED BUIL 50' 34 ES 36 37 32 4' 24x36 34 24x36 8" S 36 DING 7 24 UNITS PROPOSED 4' 15' G G AR 24x36 24x36 10,000 SQ.FT. ± 5 PARKING SPACAGE G 33 6' 8" S 18' WIDE SUBSURFACE 32 36 37 8"W 100' SHEET TITLE F.F. EL.: 37.5' FIRE ACCESS (TYP.) 24x36 35 24x36 1 8' ES SITE PLAN 10' 34 18' 10' 24x36 36 9X18' PARKING SPACE 33 32 . 24x36 4' . G 32 100' WETLANDS 4ID C-PR-U-SEWER-MH- SE G WE R 15' BUFFER 24x36 37 38 PICNIC AREA 1,900 S.F. ± EX. WETLANDS LINE . 24x36 34 EX. WETLANDS 24x36 LINE 24x36 DOUBLE DUMPSTER ENCLOSURE (TYP.) PR. TREE LINE G 24x36 8" WATER LINE G 24x36 0 15 30 60 36 8" SEWER LINE 6' SWM AREA 8" WATER LINE 24x36 24x36 F.H. 106' W.V. 33 SCALE : 1" = 30' 36 24x36 33 34 6' 24x36 35 G 32 ISSUE BLOCK G G 31 6' WIDE P.C.C. SIDEWALK (TYP.) 33 6' WIDE P.C.C. SIDEWALK (TYP.) 6' 35 32 33 32 6' WIDE P.C.C. SIDEWALK (TYP.) 24x36 DOUBLE DUMPSTER ENCLOSURE (TYP.) 24x36 18' WIDE SUBSURFACE G FIRE ACCESS (TYP.) 35 35 9X18' PARKING SPACE 8" WATER LINE 33 8" SEWER LINE 24x36 24x36 PROPOSED GARAGE 8"W 8" S G G G G 37 9X18' PARKING SPACE F.H. 24x36 24x36 5 PARKING SPACES W.V. C-PR-U-SEWER-MH-4ID 36 ER SEW 38 38 . . . . 24x36 24x36 MARK DATE DESCRIPTION 50' 37 LAYER STATE: C-204 W.V. 34 36 G PR. TREE LINE PROJECT NO.: 2018217.00 4' 10' 18' 8"W DATE: 10-01-2021 24x36 24x36 35 SCALE: 1" = 30' 24x36 34 PR 36 DRAWN BY: A.C.F. PROJ. MGR.: J.N.S. 24x36 18' S 12' EDUNIT .FT 35 18' 12' 12' 18' 12' 18' 35 35 SHEET 33 33 35 C-204 G OS 24 0 SQ: xx PROPOSE 24x36 24x36 OP 0,00. EL. PROPOS ' 35 18 COPYRIGHT 2019 152 .PDF 1 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-SITE-C3D18.dwg, Mar 25, 2022 - 10:30am F.F BU 24x36 24x36 2022-03-25 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 IL 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36

ING 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 I LD 24x36 24x36 6' BU Item 4. 8" 38 S ED ITS . ± F. 4' 8"W 24x36 24x36 OS 24 U0NSQ.?F?T.??' 37 G 12' OP G 37 12' PR 00 24x36 24x36 : 10, . EL. 39 6' 36 24x36 F 24x36 9X18' PARKING SPACE 35 ER SEW W.V. C-PR-U-SEWER-MH-4ID G 11 18' G ARCH I T E C TURE GE 24x36 24x36 G W.V. W.V. ARA ES ENG I NE E R I NG 39 D G AC 36 12' O SE G SP Dover, DE OP IN 6' 18' PR PARK 24x36 24x36 4' G S 8" 35 309 S. Governors Ave. 5 12' 12' Dover, DE 19904 12' Ph. 302.734.7950 18' G 37 40 24x36 18' G 36 G Fax 302.734.7965 24x36 4' 6' Salisbury, MD 12' S 18' 12' . 8" 12' F.H 12' 24x36 12' G 312 West Main St. Suite 300 24x36 40 36 32 33 34 Salisbury, MD 21801 N2 35 Ph. 410.546.9100 12' 8"W 33 32 Fax 410.546.5824 9° 0 38 G 15' 34 36 Wilmington, NC 24x36 24x36 6' WIDE P.C.C. SIDEWALK (TYP.) 35 S 6' 0 W.V . 8" D SE WE R C-PR-U-SEWER-MH-4I G G 18' 3333 Jaeckle Drive, Suite 120 36 3" E 6' 36 36 Wilmington, North Carolina 28403 41 Ph. 910.341.7600 24x36 24x36 39 10 36 Fax 910.341.7506 G I LDIN www.beckermorgan.com U 24x36 24x36 E D NBITS T. ± S U .F ' G 40 G P O 24 0 SQ 37.5 8"W RO 00 .: 24x36 24x36 P 10, F. EL F. 37 24x36 24x36 41 42 10' 37 G RADIUS: 1849.86' 6' WIDE P.C.C. SIDEWALK (TYP.) ARC LENGTH: 1709.26' 37 24x36 8"W 24x36 38 SEWER CHD. BRG: N 12° 09' 31" W 18' C-PR-U-SEWER-MH-4ID CHD. LENGTH: 1649.10' 37 39 12' 37 8" S FCM G 24x36 24x36 G 40 12' G 42 50' WETLANDS 37 24x36 BUFFER 6' 24x36 EX. 8"W WETLANDS 43 37 41 24x36 24x36 100' WETLANDS 38 BUFFER 24x36 44 39 24x36 40 SC EX. WETLANDS 41 . N 10 LINE 0' 50 42 EX. AR 24x36 ' 24x36 WETLANDS PR. TREE LINE ADES 24x36 24x36 24x36 ROARI 24x36 V 37 H H 39 38 41 G IDT 40 42 36 U .W 24x36 24x36 PROJECT TITLE 36 RO.O.W 37 MCKEE ROAD BO R 24x36 24x36 38 24x36 38 0 36 39 40 APPARTMENTS 24x36 39 4 2 41 37 41 4 MCKEE ROAD 24 24x36 (R CITY OF DOVER D. 24x36 24 KENT COUNTY, DE N 24 24x36 FCM O 24x36 .2 24 94 24x36 24x36 24 41 ) 42 40 24 24x36 39 24x36 EX. 38 WETLANDS 24 100' SHEET TITLE 39 24x36 40 24x36 SITE PLAN 24 . 24 24x36 24x36 30 24 'B .R .L . . 24x36 24 38 . 24x36 24 24x36 24x36 24 24x36 24x36 0 15 30 60 24x36 24x36 FO 41 SCALE : 1" = 30' 24x36 24x36 FO ISSUE BLOCK 24x36 24x36 FO KEY MAP - MCKEE ROAD APPARTMENTS 24x36 24x36 FO . 24x36 N 24x36 AR SC FO BO C-206 C-204 RO . UG . . . 24x36 24x36 H MARK DATE DESCRIPTION RO FO LAYER STATE: C-205 AD C-203 PROJECT NO.: 2018217.00 DATE: 10-01-2021 24x36 24x36 C-205 FO SCALE: 1" = 30' 24x36 C-201 0 25 50 100 DRAWN BY: A.C.F. PROJ. MGR.: J.N.S. 24x36 C-202 FO SHEET MCKEE ROAD C-205 40 24x36 41 42 24x36 40 43 SCALE: 1" = 750' SCALE : 1" = 50' 41 FO COPYRIGHT 2019 153 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-SITE-C3D18.dwg, Mar 25, 2022 - 10:31am 24x36 2022-03-25 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36

24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 OE Item 4. OE OE KEY MAP - MCKEE ROAD APPARTMENTS 24x36 OE 24x36 OE OE OE . OE OE N OE 30 SC OE FCM OE B OE AR OE C-206 C-204 24x36 24x36 33 OE GH OU OE OR OE S 34° 52' 34" E 30 OE 24x36 OE AD RO 24x36 OE OE C-203 33 OE 20' B.R.OE L. 30 C-205 24x36 OE ARCH I T E C TURE 24x36 36.6' 30 OE OE C-201 ENG I NE E R I NG 31 OE 24x36 34 35 29 EX. C-202 OE Dover, DE 27 24x36 35 WETLANDS 33 32 28 29MCKEE ROAD 309 S. Governors Ave. 33 Dover, DE 19904 34 SCALE: 1" = 750' Ph. 302.734.7950 24x36 Fax 302.734.7965 24x36 33 33 34 Salisbury, MD 35 35 50' 312 West Main St. Suite 300 36 24x36 24x36 Salisbury, MD 21801 37 36 8"W G Ph. 410.546.9100 Fax 410.546.5824 13 Wilmington, NC 24x36 24x36 6' WIDE P.C.C. SIDEWALK (TYP.) ING 548 36 6' 33 100' .87' IL D 50' WETLANDS 3333 Jaeckle Drive, Suite 120 BU BUFFER Wilmington, North Carolina 28403 37 34 D S Ph. 910.341.7600 24x36 SE UNIT .FT. ±' 24x36 30 36 O 24 0 SQ 37.5 Fax 910.341.7506 OP PR 35 00 .: www.beckermorgan.com 10, F. EL G 34 F. 24x36 24x36 37 F.H. PICNIC AREA 1,900 S.F. ± 24x36 36 37 24x36 31 6' C-PR-U-SEWER-MH-4ID ER SEW 36 36 G 100' WETLANDS 37 24x36 24x36 35 10' BUFFER 18' GE RA S 32 8" GA CES G W.V. 36 4' 24x36 24x36 ED SPA 18' OS 15' 34 OP ING 37 G 33 PR PARK 9X18' PARKING SPACE 18' GE RA ES 24x36 24x36 12' 12' C-PR-U-SEWER-MH-4ID 36 A ER SEW 4' D G AC 5 4' 6' WIDE P.C.C. SIDEWALK (TYP.) O SE G SP 24x36 12' G OP IN PR PARK G G 12' PR 34 24x36 18' 36 ED ITS . ± 5 8" 6' OS 24 U0NSQ.F3T7.5' G 37 18' S 35 37 35 OP 24x36 24x36 35 36 15' 00 .: 10, F. EL G PICNIC AREA W.V. BU 24x36 G 24x36 36 1,900 S.F. ± F. 36 37 12' 8"W 6' ILD . 12' N D C-PR-U-SEWER-MH-4I 15' SE 35 WE R 35 ING 24x36 24x36 36 PICNIC AREA 1,900 S.F. ± 36 W.V. S 9X18' PARKING SPACE 8" EX. G 24x36 37 15 WETLANDS 24x36 F.H. G D C-PR-U-SEWER-MH-4I SE WE R 36 G 36 PR 37 8"W 24x36 24x36 ED ITS . ± OS 24 U0NSQ.F3T7.5' 36 6' OP 24x36 G 24x36 30' PROJECT TITLE 37 8"W 37 G 18' B.R 00 .: 12' 10, F. EL MCKEE ROAD 38 .L. BU 24x36 24x36 F. 18' C-PR-U-SEWER-MH-4ID SEW ER 12' 37 ILD 12' 10' APPARTMENTS 15' ING 24x36 38 24x36 G 18' 4' 4' MCKEE ROAD 8"W GE GE G 18' RA CITY OF DOVER RA G 14 GA CES GA CES 24x36 24x36 KENT COUNTY, DE ED SPA ED SPA 50' WETLANDS OS OS PR OP ING OP ING PR PARK PR PARK 24x36 24x36 N2 6' ED ITS . ± G 5 5 6' 12' 12' E 39 OS 24 U0NSQ.?F?T.??' 2" G G 12' 7' 3 18' 24x36 24x36 8° 1 OP 4' 10' 18' 38 00 8"W SEW ER : C-PR-U-SEWER-MH-4ID 10, . EL. 24x36 24x36 BU 37 F.F 8" S G G SHEET TITLE 18' WIDE SUBSURFACE ILD SC 35 FIRE ACCESS (TYP.) 8"W G DOG PARK 24x36 24x36 ING 13.500 S.F. ± SITE PLAN 35 39 AR G . 36 8"W 24x36 24x36 12 . AD 37 38 39 38 . G 37 ROARIES 24x36 24x36 39 G 100' WETLANDS 9X18' PARKING SPACE BUFFER EX. WETLANDS 36 37 LINE 24x36 37 24x36 H HV UGWIDT SIRC 49' 10' 15' 24x36 24x36 RO .W. G C-PR-U-SEWER-MH-4ID SEW ER 36 18' 38 4' 0 15 30 60 GE G RA BO R.O 15. 10' GA CES 24x36 6' 39 9X18' PARKING SPACE W.V. PROPOSED 5 SPACE 24x36 38 39 18' GARAGE ED SPA 8"W F.H. SCALE : 1" = 30' OS G 36 OP ING 5108' ' PICNIC AREA 37 PR PR PARK 1,900 S.F. ± 24x36 24x36 35 36 G 33 ISSUE BLOCK ED ITS . ± 5 37 32 15. G 6' 8" (R OS 24 U0NSQ.F3T7.5' 31 32 31 24x36 4' S 24x36 37 OP D. 4' 3334 00 37 .: 388 12' 18' NO 10, F. EL 24x36 24x36 .18' 12' 18' G 39 IL BU F. 37 18' .2 G 12' 15' G 24x36 24x36 4' DIN 12' 94 GE 36 . 4' RA . . 50. 10' 38 18' . GA CES 24x36 24x36 ) 18' 16 MARK DATE DESCRIPTION ED SPA LAYER STATE: C-206 50' OS G PROJECT NO.: 2018217.00 PR OP ING PR PARK DATE: 10-01-2021 24x36 G 24x36 ED ITS . ± SCALE: 1" = 30' 6' 5 OS 24 U0NSQ.?F?T.??' 8" DRAWN BY: A.C.F. PROJ. MGR.: J.N.S. 24x36 24x36 38 OP S 4' SHEET 8"W 00 : C-206 37 10, . EL. G 12' 24x36 24x36 BU G 12' F.F 37 COPYRIGHT 2019 ILD 154 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-SITE-C3D18.dwg, Mar 25, 2022 - 10:32am 24x36 2022-03-25 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 ING 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36

24x36 24x36 Item 4. 24x36 24x36 24x36 24x36 24x36 24x36 24x36 ARCH I T E C TURE 24x36 ENG I NE E R I NG RIPARIAN BUFFER AREA: PLANTING CALCULATIONS Dover, DE 24x36 24x36 REDUCED AREA OF BUFFER = 1.63 Acres REQUIRED BUFFER PLANTING = 1.63 Acres 309 S. Governors Ave. Dover, DE 19904 PROPOSED PLANTING Ph. 302.734.7950 24x36 A total of 1.63Acres within the RBA will be planted as outlined below. Fax 302.734.7965 24x36 Reforestation Requirements per Acre Salisbury, MD REQUIRED PLANTS PER ACRE PROJECT AREA TOTAL PLANTS TO BE INSTALLED 312 West Main St. Suite 300 24x36 24x36 (1) 4 in. cal. Canopy Tree 1.63 ACRES (2) 4 in. cal. Canopy Trees Salisbury, MD 21801 (4) 3 in. cal. Canopy Trees 1.63 ACRES (7) 3 in. cal. Canopy Trees Ph. 410.546.9100 (10) 1.5 in. cal Canopy Trees 1.63 ACRES (17) 1.5 In. cal Canopy Trees Fax 410.546.5824 (50) Canopy Tree whips at 6 ft. high 1.63 ACRES (82) Canopy Tree whips at 6 ft. high Wilmington, NC 24x36 24x36 (6) Understory Trees at 5-8 ft. high 1.63 ACRES (10) Understory Trees at 5-8 ft. high (30) Shrubs in 1 gal. pots, or bare root 1.63 ACRES (49) Shrubs in 1 gal. pots, or bare root 3333 Jaeckle Drive, Suite 120 Wilmington, North Carolina 28403 Ph. 910.341.7600 24x36 24x36 Fax 910.341.7506 24x36 TREE PRESERVATION & DENSITY REQUIREMENTS www.beckermorgan.com 24x36 1. TOTAL SITE AREA : 78.60 ACRES (3,423,816 SQFT) 2. EXISTING WOODLAND AREA : 42.5 ACRES (1,851,300 SQFT) 24x36 24x36 3. WOODLANDS TO BE CLEARED : 4.01 ACRES (174,675 SQFT) 24x36 4. TOTAL WOODLANDS REMAINING : 38.49 ACRES (1,676,624 SQFT) 24x36 5. TOTAL NON-WOODLAND AREA : 40.11 ACRES (1,747,192 SQFT) 24x36 6. LOT / PROJECT AREA WITHIN LIMITS OF DISTURBANCE : 30.38 ACRES (1,323,410 SQFT) 24x36 7. DENSITY : 1 TREE PER 3,000 S.F. OF LOT AREA 1,323,410 / 3,000 S.F. / TREE = 441.2 442 TREES REQUIRED 24x36 24x36 8. EXISTING TREES TO BE RETAINED : N/A (4.01 ACRES WOODLANDS) 9. PROPOSED TREE DENSITY TREES : 445 TREES 24x36 24x36 10. CORRIDOR OVERLAY ZONE 1 (COZ-1): EACH LOT SHALL HAVE A LANDSCAPED OPEN SPACE OF AT LEAST 25 FEET IN WIDTH, MEASURED FROM THE BACK OF CURB ALONG THE ENTIRE FRONTAGE OF THE LOT, EXCEPT AT POINTS OF SITE ACCESS. 24x36 TREES SHALL BE PROVIDED ALONG THE FRONTAGE PERIMETER AT A MINIMUM RATE OF ONE TREE FOR 24x36 EACH 50 LINEAR FEET OF FRONTAGE. 11. COZ-1 FRONTAGE TREES : 51 TREES 12. TOTAL TREES : 496 TREES 24x36 24x36 NOTE: FOR NEW TREES TO BE COUNTED TOWARD THE REQUIRED TREE DENSITY, THEY MUST BE OF A SPECIES AND SIZE AS SET FORTH IN THE TABLE OF TREES APPROVED BY THE PLANNING COMMISSION . 24x36 AND KEPT ON FILE IN THE OFFICE OF THE CITY PLANNER, OR BE OF AN ALTERNATE SPECIES FOUND ACCEPTABLE BY THE COMMISSION. FINAL SPECIES SELECTION WILL BE MADE FROM TABLE OF TREES N 24x36 APPROVED BY PLANNING COMMISSION PRIOR TO FINAL SITE PLAN APPROVAL. 13. MEADOW AREA: 24x36 THE SITE SHALL BE PLANTED WITH A WILDLIFE MEADOW SEED MIX TO BE MAINTAINED UP TO 4 TIMES A YEAR. 24x36 MEADOW AREAS SHALL BEGIN AT A DISTANCE OF NO CLOSER THAN 30' FROM THE EDGE OF BUILDING, OR BACK OF CURB. NOTE: 40" WARNING SIGNS TO BE MADE OF DURABLE, 24x36 24x36 WEATHERPROOF MATERIAL. LETTERS TO BE THREE (3) INCHES HIGH MINIMUM, CLEARLY LEGIBLE AND GENERAL LANDSCAPE NOTES : 4" 3" 4" 3" 4" SPACED AS DETAILED. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END TREE PROTECTION AREA 1. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH THE 24x36 24x36 18" PROJECT TITLE OF LINEAR TREE PROTECTION AND 50' ON CENTER CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARDS FOR DO NOT ENTER NOTE: SET ROOT BALL 2" ABOVE THERAFTER. FOR TREE PROTECTION AREAS LESS NURSERY STOCK." MCKEE ROAD PRIOR TO MULCHING. APPLY GRADE. REMOVE EXCESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN 24x36 APPROVED PRE-EMERGENT WEED SOIL ON TOP OF THE ONE SIGN PER PROTECTION AREA. ATTACH SIGNS EVERGREEN TREES SHALL HAVE A FULL, WELL-BRANCHED, CONICAL FORM TYPICAL OF THE SPECIES. 24x36 CONTROL ON ALL SHRUB BEDS. BALL, JUST EXPOSING SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN WARNING SIGN DETAIL 24x36 THE ROOT FLARE. TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ALL DECIDUOUS SHADE TREES SHALL BRANCH A MINIMUM OF 7'-0" ABOVE GROUND LEVEL. TREES SHALL BE PLANTED AND STAKED IN ACCORDANCE WITH THE DETAIL SHOWN. APPARTMENTS 24x36 MULCH - PLACE 3" PLANT MATERIALS DELIVERED TO THE SITE IN UNCOVERED TRUCKS WILL BE REJECTED. LAYER OF SPECIFIED MCKEE ROAD 24x36 MULCH. DO NOT PLACE IN CONTACT WITH UNACCEPTABLE PLANT MATERIALS: MATERIALS WHICH HAVE DAMAGED OR CROOKED LEADERS, DEFORMED GROWTH HABIT, ABRASIONS OF THE BARK, SUN SCALD, WINDBURN, DISFIGURING NOT COMPLETELY CALLUSED CITY OF DOVER 24x36 WARNING SIGN ORANGE, UV RESISTANT, SHRUB TRUNK. KEEP MULCH WEEDED AND HIGH TENSILE STRENGTH, WILL BE REJECTED. IN ADDITION, TREES HAVING THEIR CENTRAL LEADERS HEADED BACK WILL ALSO BE REJECTED. PLANTS WITH LOOSE OR CRACKED ROOT BALL OR CONTAINERS WILL BE REJECTED. KENT COUNTY, DE POLY BARRICADE FABRIC REPLACE AS NEEDED. FINISHED (TYPICAL) 24x36 GRADE 2. ALL PLANTS SHALL BE PLANTED IN TOPSOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACKFILLING 24x36 8' MAX. PROGRESSES. NOTHING BUT SUITABLE TOPSOIL, FREE OF DRY SOD, STIFF CLAY, LITTER, STONES IN EXCESS OF PLANT LIST ONE (1) INCH DIAMETER, ETC. SHALL BE USED FOR PLANTING. 24x36 KEY QNTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS MULCH FOR PLANTING BEDS SHALL BE SHREDDED HARDWOOD BARK MULCH UNLESS OTHERWISE SPECIFIED ON 24x36 UNDESTORY TREES THE PLANS AND SHALL HAVE NO LEAVES, YOUNG GREEN GROWTH, BRANCHES, TWIGS, GREATER IN DIAMETER METAL OF ½", WEEDS, SHAVINGS OR FOREIGN MATERIAL SUCH AS STONES, ETC. SHALL BE MIXED WITH THE MULCH. REMOVE TOP 1/3 OF BURLAP. POST ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS WITH A LIGHTLY COMPACTED DEPTH CUT & REMOVE ALL STRAPPING, TREE PROTECTION AREA (TYPICAL) CA 27 CORNUS FLORIDA 'ALBA' WHITE DOGWOOD 1 1/2" CAL B&B FHV SOIL MIXTURE - OF THREE (3) INCHES. ALL CONTAINER PLANTS ARE TO HAVE ROOTS CUT ON FOUR SIDES AND/ OR SPREAD OUT ROPES, AND WIRE CAGES. FOR 24x36 24x36 CONSISTING OF 1/4 IN NEW SOIL MIXTURE. CONTAINER PLANTS, CUT 3'-0" DO NOT ENTER ROOTS ON FOUR (4) SIDES AND/ HUMUS AND 3/4 TOPSOIL CR 31 CORNUS FLORIDA 'RUBRA' PINK DOGWOOD 1 1/2" CAL B&B FHV 3. ALL AREAS NOT STABILIZED IN PAVING OR PLANT MATERIALS SHOULD BE SEEDED AND MULCHED. (SEE EROSION SHEET TITLE OR SPREAD OUT IN NEW SOIL FINISHED & SEDIMENT CONTROL PLAN AND NOTES.) 24x36 MIXTURE. UNDISTURBED SOIL GRADE 24x36 4. LANDSCAPE BEDS NOT DEFINED BY CURBS, SIDEWALKS, WALLS OR OTHER STRUCTURES SHALL BE ENCLOSED BY ALUMINUM EDGING UNLESS OTHERWISE INDICATED. CONCEPT 24x36 SHRUB PLANTING DETAIL 5. AREAS DISTURBED BY LANDSCAPE OPERATIONS SHALL BE GRADED TO MATCH EXISTING TOPSOIL AND SEED OR LANDSCAPE PLAN 24x36 58 TOTAL UNDERSTORY TREES . NO SCALE BMG NO. : L-03 SOD AS REQUIRED. 2'-0" EVERGREEN TREES 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND MAY MAKE MINOR ADJUSTMENTS IN . NOTE: SPACING AND/OR LOCATION OF PLANT MATERIALS. CONTACTOR TO VERIFY "AS BUILT" LOCATION OF ALL 24x36 24x36 DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY PA 43 PICEA ABIES NORWAY SPRUCE 5' - 6' HT B&B FHV UTILITIES. CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD 7. NO PLANT, EXCEPT GROUNDCOVERS, SHALL BE WITHIN THREE (3) FEET FROM SIDEWALKS. 24x36 24x36 BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES PP 47 PICEA PUNGENS 'KOSTER' COLORADO BLUE SPRUCE 5' - 6' HT B&B FHV 8. NO TREE SHALL BE PLANTED CLOSER THAN TEN (10) FEET FROM ANY STRUCTURE OR BUILDING. MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS LINEAR TREE PROTECTION DETAIL 9. NO TREE SHALL BE PLANTED WITHIN TEN (10) FEET OF UNDERGROUND UTILITIES OR FIRE HYDRANTS. OF BRANCHES THAT EXTEND TO PS 50 PINUS STOBUS WHITE PINE 5' - 6' HT B&B FHV 24x36 24x36 THE EDGE OF THE CROWN. NO SCALE BMG NO. : L-05 10. ONLY TREES THAT REACH A HEIGHT AND SIZE AT MATURITY OF SMALL TO MEDIUM SHALL BE PLANTED UNDER POWER LINES. 0 15 30 60 SET ROOT BALL 2" ABOVE CANVAS WEBBING OR 24x36 GRADE. REMOVE EXCESS PLASTIC HORTICULTURAL TO 37 THUJA OCCIDENTALIS 'NIGRA' AMERICAN ARBORVITAE 5' - 6' HT B&B FHV 11. THE CONTRACTOR SHALL WATER ALL PLANTS THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD 24x36 AFTER PLANTING, AND THEN WEEKLY OR MORE OFTEN, IF NECESSARY, DURING THE FIRST GROWING SEASON, SOIL ON TOP OF THE TAPE. DO NOT STRETCH. SET ROOT BALL 2" ABOVE CANVAS WEBBING OR GRADE. REMOVE EXCESS PLASTIC HORTICULTURAL BALL, JUST EXPOSING THE ROOT FLARE. UNLESS THE OWNER AGREES TO MAINTAIN AND WATER THEM. SCALE : 1" = 30' 24x36 SOIL ON TOP OF THE TAPE. DO NOT STRETCH. 12. TREES TO REMAIN ON-SITE SHALL BE PROTECTED WITH SNOW FENCE DURING CONSTRUCTION (SEE DETAIL). 24x36 BALL, JUST EXPOSING SNOW FENCING TO BE MAINTAINED DURING CONSTRUCTION BY CONTRACTOR. ISSUE BLOCK THE ROOT FLARE. 177 TOTAL EVERGREEN TREES 13. THE PLANTING PLAN SHALL TAKE PRECEDENCE OVER THE PLANT SCHEDULE SHOULD ANY PLANT QUANTITY DISCREPANCIES OCCUR. 24x36 STREET TREES 24x36 MULCH - PLACE 3" 2"x2" WOODEN MULCH - PLACE 3" 2"x2" WOODEN 14. NO SUBSTITUTIONS SHALL BE MADE WITHOUT APPROVAL OF THE OWNER, CITY OF DOVER PLANNING, AND/ OR LAYER OF SPECIFIED STAKES. DRIVE LAYER OF SPECIFIED STAKES. DRIVE AS 74 ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE 2 1/2" CAL B&B FHV THE LANDSCAPE ARCHITECT. MULCH. DO NOT PLACE SECURELY INTO MULCH. DO NOT PLACE SECURELY INTO 24x36 IN CONTACT WITH TREE GROUND. 3 PER IN CONTACT WITH TREE GROUND. 3 PER 15. ALL NEW TREES SHALL BE GUARANTEED TO SURVIVE FOR ONE FULL YEAR AFTER INSTALLATION (FULL COST). 24x36 TRUNK. KEEP MULCH TREE. TRUNK. KEEP MULCH TREE. ALL STAKES AND GUYS SHALL BE REMOVED FROM TREES AND SITE AS EARLY AS THREE (3) MONTHS, BUT NO WEEDED AND REPLACE WEEDED AND REPLACE GB 48 GINGKO BILBOA GINGKO 2 1/2" CAL B&B FHV LONGER THAN ONE (1) YEAR AFTER PLANTING. AS NEEDED. FINISHED AS NEEDED. FINISHED 24x36 GRADE GRADE 24x36 GS 77 GLEDITSIA TRICANTHOS INERMIS 'SHADEMASTER' SHADEMASTER HONEYLOCUST 2 1/2" CAL B&B FHV DELAWARE LANDSCAPE ARCHITECTS CERTIFICATION . I, CHAD D. CARTER, RLA, ASLA, HEREBY CERTIFY THAT I AM A . . . LANDSCAPE ARCHITECT IN THE STATE OF DELAWARE, THAT THE 24x36 24x36 LT 68 LIRIODENDRON TULIPIFERA TULIP TREE 2 1/2" CAL B&B FHV MARK DATE DESCRIPTION LANDSCAPING INFORMATION SHOWN HEREON HAS BEEN PREPARED LAYER STATE: L-001 UNDER MY SUPERVISION AND TO MY BEST KNOWLEDGE AND BELIEF, REPRESENTS GOOD LANDSCAPING PRACTICES. PROJECT NO.: 2018217.00 REMOVE TOP 1/3 OF BURLAP. SOIL MIXTURE - CONSISTING OF REMOVE TOP 1/3 OF BURLAP. SOIL MIXTURE - CONSISTING OF DATE: 03/22/22 24x36 24x36 CUT & REMOVE ALL STRAPPING, 1/4 HUMUS AND 3/4 TOPSOIL CUT & REMOVE ALL STRAPPING, 1/4 HUMUS AND 3/4 TOPSOIL ROPES, AND WIRE CAGES. ROPES, AND WIRE CAGES. 261 TOTAL STREET TREES SCALE: 1" = 30' UNDISTURBED SOIL DRAWN BY: S.W.A PROJ. MGR.: J.N.S. 24x36 24x36 UNDISTURBED SOIL TREE DENSITY UNITS REQUIRED: = 442 TREES COZ FRONTAGE TREES REQUIRED: 51 TREES SHEET DECIDUOUS TREE PLANTING DETAIL EVERGREEN TREE PLANTING DETAIL 24x36 NO SCALE BMG NO. : L-01 NO SCALE BMG NO. : L-02 TOTAL TREES = 496 CHAD D. CARTER, RLA, ASLA S1-499 DATE L-001 COPYRIGHT 2019 24x36 155 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-LSCAPE-C3D18.dwg, Mar 23, 2022 - 4:16pm 24x36 2022-03-23

24x36 24x36 Item 4. KEY MAP - MCKEE ROAD APPARTMENTS 24x36 24x36 . N H UG RO L-106 L-104 BO 24x36 24x36 AR SC AD 24x36 RO 24x36 L-103 L-105 24x36 ARCH I T E C TURE 24x36 L-101 ENG I NE E R I NG 24x36 L-102 Dover, DE 24x36 MCKEE ROAD 309 S. Governors Ave. Dover, DE 19904 SCALE: 1" = 750' Ph. 302.734.7950 24x36 Fax 302.734.7965 24x36 Salisbury, MD 24x36 312 West Main St. Suite 300 24x36 Salisbury, MD 21801 Ph. 410.546.9100 Fax 410.546.5824 Wilmington, NC 24x36 24x36 3333 Jaeckle Drive, Suite 120 Wilmington, North Carolina 28403 Ph. 910.341.7600 24x36 24x36 Fax 910.341.7506 24x36 www.beckermorgan.com 24x36 30' B.R.L. 24x36 24x36 X X 24x36 24x36 X X 24x36 24x36 X 24x36 X 24x36 SWM AREA X 24x36 24x36 X C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH OE X OE 24x36 24x36 OE X OE 24x36 OE X 24x36 OE G G G G G G OE G X . 24x36 OE OE N 24x36 X C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH OE X OE 24x36 24x36 G 24x36 24x36 24x36 24x36 PROJECT TITLE 12 G 24x36 AS MCKEE ROAD 24x36 24x36 APPARTMENTS 24x36 G MCKEE ROAD 24x36 CITY OF DOVER 24x36 KENT COUNTY, DE 24x36 24x36 7 2 24x36 LT G LT 24x36 30' B.R.L. 50' CORRIDOR OVERLAY SETBACK 24x36 24x36 F.H. 40' CORRIDOR OVERLAY SETBACK SHEET TITLE 24x36 24x36 30' B.R.L. G CONCEPT 24x36 LANDSCAPE PLAN 24x36 . C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR 24x36 FCM . 24x36 G FCM FO FO FO FO OE OE OE FO FO FO FO 24x36 24x36 FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 24" R.C.P. 24" R.C.P. FO INV: XX.XX' OE 24x36 INV: 41.93' 24x36 24 EX. C.B.: ?? 0 15 30 60 GRATE: 43.87' INV. IN: ??.??' 24x36 INV. OUT: ??.??' 24x36 G SCALE : 1" = 30' 24x36 24x36 ISSUE BLOCK 24x36 24x36 G 24x36 24x36 EX. C.B.: ?? GRATE: 45.48' 24x36 EX. SAN. MH.: ?? INV. IN: ??.??' 24x36 RIM EL.: 47.96' EX. C.B.: ?? INV. OUT: ??.??' EX. C.B.: ?? INV. IN: ??.??' G EX. ??"W GRATE: 47.72' G EX. 10" F.M. GRATE: 49.34' INV. OUT: ??.??' INV. IN: ??.??' G . INV. IN: ??.??' INV. OUT: ??.??' . . . INV. OUT: ??.??' G G G 24x36 24x36 W.V. G MARK DATE DESCRIPTION G LAYER STATE: L-101 G G G PROJECT NO.: 2018217.00 G F.H. EX. 4"W G DATE: 03/22/22 24x36 24x36 G G G G G G G SCALE: 1" = 30' G DRAWN BY: S.W.A PROJ. MGR.: J.N.S. 24x36 24x36 SHEET 24x36 L-101 COPYRIGHT 2019 24x36 156 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-LSCAPE-C3D18.dwg, Mar 23, 2022 - 4:15pm 24x36 2022-03-23

24x36 24x36 PA G Item 4. KEY MAP - MCKEE ROAD APPARTMENTS 1 C-PR-L-TREE-QPH 24x36 24x36 1 G SEWER C-PR-U-SEWER-MH-4ID PA . N H UG ASL-104 SEWER RO C-PR-U-SEWER-MH-4ID L-106 BO 24x36 24x36 AR G SC 1 G 24x36 RO AD CR C-PR-L-TREE-QPH 3 24x36 G F.H. PS C-PR-L-TREE-PS L-103 L-105 ARCH I T E C TURE C-PR-L-TREE-PS C-PR-L-TREE-PS V 24x36 R-L- 24x36 TRE E-C C-P L-101 ENG I NE E R I NG 1 Dover, DE G 24x36 L-102 C-PR-L-TREE-QPH 24x36 MCKEE ROAD PA 309 S. Governors Ave. Dover, DE 19904 SCALE: 1" = 750' Ph. 302.734.7950 24x36 3 Fax 302.734.7965 24x36 GS Salisbury, MD G 24x36 312 West Main St. Suite 300 24x36 Salisbury, MD 21801 C-PR-L-TREE-QPH Ph. 410.546.9100 EX. WETLANDS Fax 410.546.5824 G Wilmington, NC 24x36 24x36 3333 Jaeckle Drive, Suite 120 Wilmington, North Carolina 28403 Ph. 910.341.7600 24x36 24x36 Fax 910.341.7506 C-PR-L-TREE-QPH www.beckermorgan.com G 24x36 24x36 24x36 24x36 G C-PR-L-TREE-QPH 24x36 24x36 SWM AREA OE 24x36 24x36 G 9 GB C-PR-L-TREE-QPH 24x36 3 FIP 24x36 SWM AREA C-PR-L-TREE-PS PS G 24x36 24x36 C-PR-L-TREE-QPH C-PR-L-TREE-PS C-PR-L-TREE-PS OE 1 C-PR-L-TREE-QPH C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH 24x36 3 24x36 GS G AS 24x36 24x36 3 G G G . N G G G G G G G G G G G G F.H. OE PA 24x36 24x36 C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH C-PR-L-TREE-QPH OE 24x36 24x36 OE 1 OE 24x36 GS OE 24x36 OE OE OE 24x36 OE 24x36 OE PROJECT TITLE OE 24x36 OE 14 3 MCKEE ROAD 24x36 LT GB APPARTMENTS OE OE 24x36 OE 2 3 24x36 EX. OE OE AS PP MCKEE ROAD WETLANDS OE OE F.F. EL.: C-PR-L-TREE-PS CITY OF DOVER 3 24x36 24x36 ??.??' OE KENT COUNTY, DE PS C-PR-L-TREE-PS OE 8 C-PR-L-TREE-PS 24x36 24x36 100' CORRIDOR OVERLAY SETBACK LT 3 8 1 3 PP AS LT 24x36 24x36 PA 3 3 80' CORRIDOR OVERLAY SETBACK PP 3 3 FO PA 3 3 3 3 PP C-PR-L-TREE-AR PA 24x36 24x36 50' CORRIDOR OVERLAY SETBACK FO C-PR-L-TREE-AR PP PA PP PA SHEET TITLE 40' CORRIDOR OVERLAY SETBACK FO C-PR-L-TREE-AR 24x36 24x36 CONCEPT C-PR-L-TREE-AR 30' B.R.L. 30' B.R.L. FO .LANDSCAPE PLAN C-PR-L-TREE-AR FO C-PR-L-TREE-AR 24x36 24x36 . C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR C-PR-L-TREE-AR FO 24x36 FO FCM . 24x36 FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO OE OE OE FO FO FO FO OE OE OE OE OE OE OE OE OE FO FO OE OE 24x36 24x36 OE 24x36 24x36 24" R.C.P. 24" R.C.P. OE INV: 43.89' INV: 44.07' 0 15 30 60 24 24 24 24x36 24x36 OE SCALE : 1" = 30' 24x36 24x36 ISSUE BLOCK OE 24x36 24x36 OE 24x36 24x36 OE 24x36 24x36 . . . . OE G G G 24x36 24x36 G G G MARK DATE DESCRIPTION G LAYER STATE: L-102 PROJECT NO.: 2018217.00 EX. 4"W DATE: 03/22/22 24x36 24x36 G G SCALE: 1" = 30' G G DRAWN BY: S.W.A PROJ. MGR.: J.N.S. 24x36 24x36 SHEET 24x36 L-102 COPYRIGHT 2019 24x36 157 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-LSCAPE-C3D18.dwg, Mar 23, 2022 - 4:15pm 24x36 2022-03-23

24x36 24x36 Item 4. KEY MAP - MCKEE ROAD APPARTMENTS 24x36 24x36 C-PR-L-TREE-QPH . G N H UG RO L-106 L-104 . E BO 24x36 24x36 1 F.F SC AR CA L.: F.F. EL.: 38.5' 24x36 AD EX. RO 24x36 .xx WETLANDS F.F. EL.: 38.5' xx 1 G ' L-103 L-105 CR ARCH I T E C TURE SEWER C-PR-U-SEWER-MH-4ID C-PR-U-SEWER-MH-4ID SE WE R C-PR-L-TREE-QPH 24x36 24x36 L-101 ENG I NE E R I NG 3 Dover, DE V EE-C -L-TR C-PR L-102 PP 24x36 24x36 MCKEE ROAD 309 S. Governors Ave. G Dover, DE 19904 SCALE: 1" = 750' Ph. 302.734.7950 F.H. 24x36 Fax 302.734.7965 24x36 5 5 Salisbury, MD PP 3 C-PR-L-TREE-QPH GS 312 West Main St. Suite 300 GS 24x36 24x36 Salisbury, MD 21801 G Ph. 410.546.9100 C-PR-L-TREE-AR 1 Fax 410.546.5824 Wilmington, NC 24x36 24x36 CA 4 3333 Jaeckle Drive, Suite 120 0.52 ACRES PY Wilmington, North Carolina 28403 RIPARIAN BUFFER Ph. 910.341.7600 24x36 24x36 PLANTING AREA G G 2 Fax 910.341.7506 24x36 PA www.beckermorgan.com 24x36 3 1 CA C-PR-U-SEWER-MH-4ID 24x36 24x36 SEWER PS C-PR-L-TREE-PS C-PR-L-TREE-PS 3 C-PR-L-TREE-AR G C-PR-L-TREE-PS GB 24x36 24x36 2 2 C-PR-L-TREE-QPH 3 PY LT 24x36 C-PR-L-TREE-QPH 24x36 C-PR-L-TREE-QPH GS 1 AS C-PR-L-TREE-PS 24x36 1 C-PR -L-TR EE-C V G 3 EX. WETLANDS 24x36 PS C-PR-L-TREE-PS C-PR-L-TREE-PS G GB C-PR-U-SEWER-MH-4ID ER SEW G 1 C-PR-L-TREE-QPH 24x36 G 24x36 CR F.H. 24x36 24x36 SEWER C-PR-U-SEWER-MH-4ID G 24x36 24x36 G . C-PR-L-TREE-QPH 24x36 9 3 N 24x36 G 2 AS GB F.F. EL.: 40.00' AS G 24x36 24x36 G 2 C-PR-L-TREE-QPH 24x36 SWM AREA CA 24x36 G G 24x36 24x36 G G PROJECT TITLE MCKEE ROAD C-PR-L-TREE-QPH 24x36 C-PR-L-TREE-PS 24x36 G 3 PS APPARTMENTS C-PR-L-TREE-PS V EE-C -L-TR C-PR-L-TREE-PS C-PR C-PR-U-SEWER-MH-4ID SE WE R 24x36 24x36 G G MCKEE ROAD 24x36 2 CITY OF DOVER 24x36 KENT COUNTY, DE G CR F.F . E 24x36 L.: G 24x36 43. 30' G V EE-C -L-TR C-PR 24x36 G 24x36 G SE WE R C-PR-U-SEWER-MH-4ID G 2 3 PP 24x36 24x36 G GS SHEET TITLE 24x36 G 1 24x36 PA CONCEPT G 1 C-PR-L-TREE-QPH 24x36 G 1 SEWER C-PR-U-SEWER-MH-4ID .LANDSCAPE PLAN 24x36 PA AS SEWER C-PR-U-SEWER-MH-4ID . 24x36 C-PR-L-TREE-QPH G 1 G . 24x36 3 CR C-PR-L-TREE-QPH 3 GS G F.H. 24x36 24x36 PS C-PR-L-TREE-PS F.F C-PR-L-TREE-QPH . E L.: C-PR-L-TREE-PS C-PR-L-TREE-PS 42. V TRE E-C 5' R-L- C-P 24x36 24x36 0 15 30 60 C-PR-L-TREE-QPH 1 G C-PR-L-TREE-QPH PA 24x36 24x36 C-PR-L-TREE-QPH SCALE : 1" = 30' 24x36 3 G 24x36 C-PR-L-TREE-QPH GS ISSUE BLOCK C-PR-L-TREE-QPH 24x36 24x36 C-PR-L-TREE-QPH G 24x36 24x36 C-PR-L-TREE-QPH 24x36 24x36 C-PR-L-TREE-QPH G . . . 24x36 7 MARK DATE . DESCRIPTION 24x36 GB LAYER STATE: L-103 PROJECT NO.: 2018217.00 DATE: 03/22/22 24x36 24x36 G C-PR-L-TREE-QPH SCALE: 1" = 30' DRAWN BY: S.W.A PROJ. MGR.: J.N.S. 24x36 24x36 SWM AREA OE SHEET L-103 G 9 24x36 24x36 FO GB COPYRIGHT 2019 C-PR-L-TREE-QPH 158 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-LSCAPE-C3D18.dwg, Mar 23, 2022 - 4:15pm 24x36 2022-03-23

24x36 24x36 Item 4. KEY MAP - MCKEE ROAD APPARTMENTS 24x36 24x36 . N OE H UG RO OE L-106 L-104 BO 24x36 24x36 OE AR OE SC OE OE OE OE AD 24x36 RO 24x36 OE OE OE L-103 OE L-105 24x36 OE OE ARCH I T E C TURE 24x36 OE 33 OE L-101 ENG I NE E R I NG OE OE OE OE OE L-102 Dover, DE 24x36 OE 24x36 OE OE MCKEE ROAD 309 S. Governors Ave. Dover, DE 19904 33 OE OE 20' B.R.L. Ph. 302.734.7950 OE SCALE: 1" = 750' 24x36 OE Fax 302.734.7965 24x36 OE OE Salisbury, MD 33 OE EX. OE 24x36 WETLANDS OE 312 West Main St. Suite 300 24x36 OE Salisbury, MD 21801 3 OE OE Ph. 410.546.9100 Fax 410.546.5824 TO OE OE Wilmington, NC 24x36 24x36 OE 3333 Jaeckle Drive, Suite 120 3 Wilmington, North Carolina 28403 TO Ph. 910.341.7600 24x36 24x36 Fax 910.341.7506 24x36 www.beckermorgan.com 24x36 2 24x36 24x36 AS 24x36 24x36 2 24x36 0.52 ACRES F.F. EL.: 38.5 ' AS RIPARIAN BUFFER 24x36 PLANTING AREA 24x36 24x36 F.H. 5 3 24x36 PA PP 24x36 EX. G G G G WETLANDS G SWM AREA G G 2 24x36 24x36 G G AS C-PR-U-SEWER-MH-4ID SEWER 5 C-PR-L-TREE-PS AS 24x36 24x36 3 C-PR-U-SEWER-MH-4ID SEWER G . PS C-PR-L-TREE-PS 24x36 G C-PR-L-TREE-PS N 24x36 G EX. 24x36 WETLANDS 24x36 5 PP 2 2 G 24x36 24x36 LT G 2 C-PR-L-TREE-AR CA CR EE-C V -L-TR C-PR 24x36 24x36 G PROJECT TITLE G 5 24x36 G PA MCKEE ROAD 24x36 24x36 G SE WE R C-PR-U-SEWER-MH-4ID C-PR-L-TREE-AR C-PR -L-TR EE-C V APPARTMENTS 24x36 .5' MCKEE ROAD CITY OF DOVER L.: 38 2 24x36 24x36 KENT COUNTY, DE CA F.F. E G 24x36 G SWM AREA 24x36 5 PS 24x36 24x36 F.F. EL.: 37.5' 24x36 C-PR-L-TREE-PS G 24x36 G C-PR-L-TREE-PS 4 1 SHEET TITLE LT CR C-PR-L-TREE-AR 24x36 C-PR-L-TREE-PS 24x36 CONCEPT .LANDSCAPE PLAN C-PR-L-TREE-PS V EE-C -L-TR C-PR 24x36 24x36 . C-PR-L-TREE-PS G C-PR-U-SEWER-MH-4ID SE WE G R . C-PR-L-TREE-AR 1 24x36 24x36 PA 2 1 3 24x36 24x36 CA CR V EE-C -L-TR C-PR-L-TREE-AR C-PR TO G 24x36 24x36 G 0 15 30 60 3 C-PR-L-TREE-AR 3 PS PY C-PR-L-TREE-PS 24x36 24x36 SWM AREA 3 F.H. SCALE : 1" = 30' C-PR-L-TREE-PS V EE-C -L-TR C-PR C-PR-L-TREE-PS 24x36 GS 24x36 3 2 G ISSUE BLOCK G G TO CA 3 24x36 2 TO 24x36 CR V EE-C -L-TR C-PR G 1 24x36 PA 24x36 G 4 G 24x36 G G GS F.H. 24x36 C-PR-U-SEWER-MH-4ID 5 ER SEW . . . 24x36 TO MARK DATE . DESCRIPTION 24x36 1 LAYER STATE: L-104 CR PROJECT NO.: 2018217.00 V EE-C -L-TR C-PR G DATE: 03/22/22 24x36 24x36 SCALE: 1" = 30' DRAWN BY: S.W.A PROJ. MGR.: J.N.S. 24x36 24x36 SHEET L-104 C-PR-L-TREE-QPH G 24x36 24x36 F.F 1 COPYRIGHT 2019 . E 159 .PDF F:\AutoCAD\Projects\2018\2018217\DWG\2018217-LSCAPE-C3D18.dwg, Mar 23, 2022 - 4:14pm 24x36 L.: 24x36 xx 2022-03-23 .x

24x36 24x36 Item 4. 24x36 F.F C-PR-L-TREE-AR 24x36 . E V EE-C -L-TR C-PR G L.: C-PR-L-TREE-AR G 24x36 ??' 3 24x36 ??. 6 CR 24x36 C-PR-L-TREE-AR C-PR-L-TREE-AR GB 24x36 7 V EE-C C-PR-L-TREE-AR -L-TR C-PR SEW ER C-PR-U-SEWER-MH-4ID G 24x36 LT G C-PR-L-TREE-QPH ARCH I T E C TURE 24x36 G C-PR-L-TREE-AR 0.85 ACRES ENG I NE E R I NG RIPARIAN BUFFER 24x36 C-PR-L-TREE-AR 1 C-PR -L-TR EE-C V PLANTING AREA Dover, DE 24x36 G LT C-PR-L-TREE-AR 309 S. Governors Ave. Dover, DE 19904 G Ph. 302.734.7950 Fax 302.734.7965 C-PR-L-TREE-AR G 24x36 24x36 G Salisbury, MD C-PR-L-TREE-QPH .H. 312 West Main St. Suite 300 24x36 F G 3 Salisbury, MD 21801 24x36 5 TO Ph. 410.546.9100 Fax 410.546.5824 G GS Wilmington, NC 24x36 24x36 SE WE R C-PR-U-SEWER-MH-4ID G 3333 Jaeckle Drive, Suite 120 C-PR-L-TREE-AR G 0.52 ACRES Wilmington, North Carolina 28403 C-PR-L-TREE-QPH Ph. 910.341.7600 24x36 24x36 RIPARIAN BUFFER 4 PLANTING AREA Fax 910.341.7506 24x36 GS www.beckermorgan.com 24x36 G C-PR-L-TREE-QPH G 7 .5' : 3 C-PR-L-TREE-AR 24x36 24x36 L. . E F.F 24x36 24x36 C-PR-L-TREE-QPH G 24x36 24x36 SEWER C-PR-U-SEWER-MH-4ID 0.26 ACRES C-PR-L-TREE-AR C-PR-L-TREE-QPH FCM RIPARIAN BUFFER PLANTING AREA G 24x36 24x36 G G 24x36 24x36 8 EX. WETLANDS LT C-PR-L-TREE-AR 3 C-PR-L-TREE-PS C-PR-L-TREE-PS 24x36 24x36 C-PR-L-TREE-PS PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS 24x36 3 24x36 SC PS . 3 N C-PR-L-TREE-AR 24x36 AR EX. 24x36 BO WETLANDS GS 24x36 RO 24x36 U G R. H C-PR-L-TREE-AR 24x36 O 24x36 .W .W ID D. 24x36 (R PROJECT TITLE 24x36 AD ARI ES RO TH V MCKEE ROAD C-PR-L-TREE-AR 24x36 24x36 N O APPARTMENTS .2 24x36 24x36 94 24 MCKEE ROAD 24x36 ) 24 CITY OF DOVER 24x36 KENT COUNTY, DE 24 24x36 24x36 FCM 24 24x36 24x36 24 24 24x36 24x36 EX. WETLANDS 24 SHEET TITLE 24x36 24x36 CONCEPT 24 .LANDSCAPE PLAN 24 24x36 24x36 30 24 'B .R .L . . 24x36 24 . 24x36 24 24x36 24x36 24 24x36 24x36 0 15 30 60 24x36 24x36 FO SCALE : 1" = 30' 24x36 24x36 FO ISSUE BLOCK 24x36 24x36 FO KEY MAP - MCKEE ROAD APPARTMENTS 24x36 24x36 FO . 24x36 N 24x36 AR SC FO BO L-106 L-104 UG . . . RO . 24x36 24x36 H MARK DATE DESCRIPTION RO A FO LAYER STATE: L-105 PROJECT NO.: 2018217.00 D L-103 DATE: 03/22/22 24x36 24x36 L-105 FO SCALE: 1" = 30' 24x36 L-101 0 25 50 100 DRAWN BY: S.W.A PROJ. MGR.: J.N.S. 24x36 L-102 FO SHEET MCKEE ROAD 24x36 SCALE: 1" = 750' L-105 24x36 SCALE : 1" = 50' FO COPYRIGHT 2019 160 .PDF 24x36 F:\AutoCAD\Projects\2018\2018217\DWG\2018217-LSCAPE-C3D18.dwg, Mar 23, 2022 - 4:14pm 24x36 2022-03-23

24x36 24x36 OE Item 4. OE OE KEY MAP - MCKEE ROAD APPARTMENTS 24x36 OE 24x36 OE OE OE . OE OE N OE OE H 30 UG FCM OE OE OE RO L-106 L-104 BO 24x36 24x36 AR OE OE SC OE 8 30 OE 24x36 OE AD RO 24x36 LT C-PR-L-TREE-AR OE OE L-103 OE 20' B.R.L. 30 24x36 4 3 OE OE L-105 ARCH I T E C TURE 24x36 AS TO OE OE L-101 ENG I NE E R I NG OE 24x36 EX. L-102 OE Dover, DE 24x36 WETLANDS MCKEE ROAD 309 S. Governors Ave. C-PR-L-TREE-AR Dover, DE 19904 SCALE: 1" = 750' Ph. 302.734.7950 Fax 302.734.7965 3 24x36 24x36 Salisbury, MD 3 GS 312 West Main St. Suite 300 PA 24x36 24x36 Salisbury, MD 21801 G 3 Ph. 410.546.9100 Fax 410.546.5824 24x36 C-PR-L-TREE-AR PS Wilmington, NC 24x36 C-PR-L-TREE-PS 3333 Jaeckle Drive, Suite 120 Wilmington, North Carolina 28403 C-PR-L-TREE-PS Ph. 910.341.7600 24x36 24x36 Fax 910.341.7506 C-PR-L-TREE-PS ' 7.5 : 3 www.beckermorgan.com EL. G . F.F 24x36 24x36 F.H. C-PR-L-TREE-AR 5 24x36 PA 24x36 C-PR-U-SEWER-MH-4ID SEW ER 24x36 G 24x36 24x36 C-PR-L-TREE-AR G 24x36 5 24x36 3 GS G 24x36 GB C-PR-U-SEWER-MH-4ID ER 2 SEW G GS G G 24x36 24x36 V EE-C -L-TR C-PR C-PR-L-TREE-QPH C-PR-L-TREE-AR G 2 24x36 24x36 F.F CR V EE-C -L-TR C-PR C-PR-L-TREE-QPH G . E 24x36 G L.: 24x36 2 V EE-C -L-TR 0.85 ACRES C-PR 37. 5 RIPARIAN BUFFER . CA 5' N C-PR-L-TREE-PS V EE-C -L-TR C-PR C-PR-U-SEWER-MH-4ID SE PLANTING AREA WE PP R 24x36 24x36 C-PR-L-TREE-AR 3 C-PR-L-TREE-QPH PS C-PR-L-TREE-PS C-PR-L-TREE-PS G 24x36 EX. 24x36 G WETLANDS F.H. 3 4 C-PR-U-SEWER-MH-4ID SE WE R G CR V EE-C -L-TR C-PR GS 24x36 24x36 C-PR-L-TREE-AR 3 24x36 AS G 24x36 30' PROJECT TITLE F.F 1 G B.R . E MCKEE ROAD .L. CR V EE-C -L-TR C-PR 24x36 L.: 24x36 8 C-PR-U-SEWER-MH-4ID SEW ER 2 37. 5' APPARTMENTS AS 5 24x36 24x36 CA G MCKEE ROAD G 3 C-PR-L-TREE-PS TO G CITY OF DOVER PS C-PR-L-TREE-PS 24x36 24x36 KENT COUNTY, DE C-PR-L-TREE-PS 3 C-PR-L-TREE-AR 24x36 24x36 G GS C-PR-L-TREE-AR G G 3 1 CR 24x36 V 24x36 EE-C -L-TR C-PR F.F SEW LT 3 . E ER GS C-PR-U-SEWER-MH-4ID 24x36 24x36 L.: V EE-C -L-TR C-PR ??. G G SHEET TITLE 24x36 SC ??' 3 2 G 5 24x36 GS 2 CA 3 PP CONCEPT AR C-PR-L-TREE-AR G .LANDSCAPE PLAN EE-C V CR -L-TR TO C-PR BO V EE-C -L-TR 24x36 24x36 C-PR RO . 2 . V EE-C -L-TR G C-PR D. 24x36 24x36 CA G 1 (R R. AS AD IES 24x36 24x36 3 RO H VAR CR V EE-C -L-TR SIRC C-PR 24x36 24x36 C-PR-U-SEWER-MH-4ID G 2 ER H SEW T ID UG O.W. W G 0 15 30 60 CR V EE-C -L-TR C-PR 24x36 24x36 3 F.H. SCALE : 1" = 30' NO G TO 3 24x36 24x36 .2 G 2 ISSUE BLOCK AS V EE-C -L-TR C-PR CA G 94 3 24x36 24x36 ) 3 F.F. PS 24x36 PS EL. C-PR-L-TREE-PS 24x36 : 3 C-PR-L-TREE-PS G 2 C-PR-L-TREE-PS 7.5 C-PR-L-TREE-PS G CR EE-C V -L-TR 24x36 C-PR-L-TREE-PS C-PR ' C-PR-L-TREE-PS 24x36 . . . . 24x36 3 MARK DATE DESCRIPTION 24x36 2 AS 2 LAYER STATE: L-106 G PROJECT NO.: 2018217.00 CA CA DATE: 03/22/22 24x36 C-PR -L-TR EE-C V G 24x36 SCALE: 1" = 30' DRAWN BY: S.W.A PROJ. MGR.: J.N.S. 24x36 24x36 F.F . C-PR-L-TREE-AR SHEET L-106 EE-C V -L-TR C-PR G 24x36 EL. C-PR-L-TREE-AR G 24x36 : ? ?.? 3 COPYRIGHT 2019 161 .PDF F:\AutoCAD\Projects\2018\2018217\DWG\2018217-LSCAPE-C3D18.dwg, Mar 23, 2022 - 4:24pm 24x36 ?' 24x36 2022-03-23