9-16-24 Planning Commission Packet Document

CITY OF DOVER, DELAWARE PLANNING COMMISSION Monday, September 16, 2024 at 7:00 PM City Hall Council Chambers, 15 Loockerman Plaza, Dover DE 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. IN-PERSON and VIRTUAL MEETING NOTICE The Planning Commission Meeting for September 16, 2024, will be held as an In-Person Meeting at City Hall in City Council Chambers. The public is welcome to attend in person. The Meeting will also be provided as a Virtual Meeting using Webex, an audio video 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 September 16, 2024 Join by Phone: 1-650-479-3208 Access code: 253 795 65200 (Password: 3683772) Join Online: https://bit.ly/PCMeeting9162024 Webinar Number: 2537 956 5200 Webinar Password: DoverPC 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 Minutes of August 19, 2024 1

PLANNING COMMISSION - September 16, 2024 PAGE 2 COMMUNICATIONS & REPORTS Meeting Reminder: The next Planning Commission regular meeting date is October 21, 2024 at 7:00PM. Update on City Council Actions The following Planning Commission Member was appointed at the City Council Meeting of August 12, 2024 for a Three-Year Term to Expire June 2027: Michael W. Lewis - Third District. Department of Planning & Inspections Updates SPECIAL RECOGNITION 2. Resolution honoring the service of Mr. Chris Cooper to Planning Commission OPENING REMARKS CONCERNING MEETING PROCEDURES FOR APPLICATIONS OLD BUSINESS Requests for Extension of Planning Commission Approval NEW APPLICATIONS 3. AX-24-01 Lands of Byler Investments, LLC at 139 Acorn Lane - Public Hearing and Review for Recommendation to City Council of an Annexation Request and Rezoning Request for a parcel of land totaling 14,494 SF+/- located at 139 Acorn Lane. The property is currently zoned RS-1 (Residential Single Family Zone) in Kent County. The proposed Zoning is R-10 (One Family Residence Zone). The property is located on the west side of Acorn Lane between South Hancock Avenue and Shadybrook Drive. The annexation category according to Dover’s 2019 Comprehensive Plan is Category 1: High Priority Annexation Areas and the land use designation is Residential Medium Density. The property owner is Byler Investments, LLC. Property Address: 139 Acorn Lane. Tax Parcel: ED-00-068.19-01-23.00-000. Proposed Council District 3. Ordinance #2024-28. The First Reading of this Annexation Request was completed on August 12, 2024. Public Hearing before the Planning Commission is scheduled for September 16, 2024 and City Council on October 14, 2024. 4. C-24-02 Luther Village IV: Planned Neighborhood Design - Senior Citizen Housing Option on Babb Drive - Public Hearing and Review of a Conditional Use Site Plan/Master Plan for the development of Luther Village Planned Neighborhood Design – Senior Citizen Housing Option consisting of up to 524 age-restricted apartment units in a total of nine phases. The Master Plan was previously established by Applications C-02-02 and C-13-03 and Luther Village Phases I, II, and III have been constructed. The plan for Phase IV consists of the construction of a three- story apartment building with 72 units (age-restricted) and associated site improvements. The plan also includes a Minor Subdivision to create a 2.79 acre+/- parcel for Phase IV from the overall 33.63 acre +/- tract. The property is zoned RG-2 (General Residence Zone). The property is located east side of John Hunn Brown Road and on the west side of Babb Drive. The owner of record is Martin Luther Foundation of Dover, Inc. Property Address: 101 Babb Drive. Tax Parcels: ED-05-077.06-02-90.00-000, ED-05-077.06-02-90.01-000, ED-05- 077.06-02-90.02-000, and ED-05-077.06-02-90.03-000. Council District 2. Consideration of 2

PLANNING COMMISSION - September 16, 2024 PAGE 3 Alternative Design Standards for PND: Building Setback from Property lines, Building Spacing, Building Height, Number of Stories, Average Number of Dwelling Units Per Building, Off-Street Parking Reduction. Waiver Requests: Partial Elimination of Curbing, Reduction of Bicycle Parking, Elimination of Rear Emergency Access. Subdivision Waiver Requests: Waiver of Requirement for Two Connections to a Public Street and Waiver of Requirement for Lot Frontage on a Public Street. Associated Applications: MI-24-06 Luther Village IV: PND- SCHO Concept Plan and C-02-02, C-13-03, S-03-07, S-07-10, MI-13-08, C-13-03, and C-19- 05. 5. C-24-03 Church of the Nazarene Building Addition at 1430 McKee Road - Public Hearing and Review of a Conditional Use Site Plan for a building addition for a total size of 9,707 SF to the Place of Worship (Church) building. The subject property is zoned R-8 (One Family Residence Zone) and subject to the COZ-1 (Corridor Overlay Zone). The property totaling 2.72 acres is located at the southwest end of the cul-de-sac section of McKee Road. The owner of record is Washington Advisory Board Church of the Nazarene. Building Address: 1426 McKee Road and Property Address: 1430 McKee Road. Tax Parcel: ED-05-067.00-01-17.00-000. Council District 1. Waiver Request: Partial Elimination in Upright Curbing. 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park - Public Hearing and Review of a Site Development Plan Application for the construction of Phase 1 consisting of a 54,000 SF Flex Warehouse and site improvements. Later proposed phases of the project involve construction of a 42,000 SF Flex Warehouse, and a 123,750 SF Flex Warehouse (a total of 219,750 SF) with site improvements. The property is zoned M (Manufacturing Zone) and is subject to the AEOZ (Airport Environs Overlay Zone): Accident Potential Zones I & II and Noise Zone A. The property consists of 19.74 acres. 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: 350 Lafferty Lane. Tax Parcel Number: ED-05- 077.16-02-05.00-000. Council District 2. Waiver Request: Partial Elimination of Upright Curbing. For Consideration: Performance Standards Review Application. For Future Consideration: Tree Mitigation Plan (Tree & Woodland Planting). 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue - Public Hearing and Review of a Site Development Plan Application and associated Architectural Review Certification to permit construction of a new Parking Garage for Legislative Hall to be located at the corner of East Avenue/E. Water Street and Martin Luther King Jr. Boulevard South. The proposal includes a three-story, 127,500 SF Parking Garage with 344 vehicle parking spaces and other site improvements. The 5.28 +/- acre property includes an existing surface parking lot and an office/credit union building (to remain). The property is zoned IO (Institutional and Office Zone) and is subject to H (Historic District Zone). The property is located at the southeast corner of Martin Luther King Jr. Boulevard South and East Avenue/E. Water Street. The owner of record is the State of Delaware. Property Address: 425 East Avenue and existing building addressed as 150 E. Water Street. Tax Parcel: ED-05-077.10-01-02.00-000. Council District 2. The project was the subject of HI-24-04 for Historic District Commission Review and Recommendation on the Architectural Review Certification and V-24-01 for Board of Adjustment Review and Approval of variances related to development in the Flood Hazard Area. 3

PLANNING COMMISSION - September 16, 2024 PAGE 4 NEW BUSINESS 8. Appointment of the Architectural Review Oversight Subcommittee of Planning Commission (in accordance with Zoning Ordinance, Article 10 Section 2.28): Update on Design Professionals ADJOURN Posted Agenda: September 6, 2024. 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 4

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 The Meeting of the City of Dover Planning Commission was held on Monday, August 19, 2024 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. Roach (arrived at 7:34PM), Mrs. Denney, Mr. Witham, Dr. Jones, Mr. Reaves, Mrs. Welsh and Mrs. Maucher. Mr. Baldwin was absent. A new member of the Planning Commission, Mr. Michael Lewis was present in the audience to observe. Staff members present were Mrs. Dawn Melson-Williams, Ms. Katherine Oehmke, and Mr. Jason Lyon (virtual). APPROVAL OF AGENDA Mrs. Maucher stated that they received a request to change the order (of the Agenda) and under New Applications to move Application S-24-11 Warehouse Building at 601 Garrison Oak Drive before the other Application SB-24-01 Lands of Wyoming, LLC. Mrs. Denney moved to approve changing the order of the Agenda and hearing S-24-11 Warehouse Building at 601 Garrison Oak Drive because the general nature is that it (the meeting) could go faster and those people won’t have to wait for the other application, seconded by Mr. Witham and the motion was carried 6-0 with Mr. Baldwin absent and Mr. Lewis observing from the audience. APPROVAL OF MEETING MINUTES OF JULY 15, 2024 Mrs. Welsh moved to approve the Planning Commission Meeting Minutes of July 15, 2024, seconded by Mr. Reaves and the motion was carried 6-0 with Mr. Baldwin absent and Mr. Lewis observing from the audience. COMMUNICATIONS & REPORTS Mrs. Melson-Williams stated that the next Planning Commission regular meeting is scheduled for Monday, September 16, 2024 at 7:00PM in the City Hall Council Chambers. Mrs. Melson-Williams provided an update on the regular City Council and various Committee meetings held on July 22 & 23, 2024 and August 12 & 13, 2024. At the July 22, 2024 meeting, two members of the Planning Commission were reappointed: Mrs. Andrea Maucher from the Second District and Mr. William Witham, Jr from the Second District. Mrs. Melson-Williams stated that they continue to be challenged with staffing matters and this is the time of year where a lot of vacations happen so just bear with us. OPENING REMARKS CONCERNING DEVELOPMENT APPLICATIONS Mrs. Melson-Williams presented the audience information on policies and procedures for the In- Person Meeting and Virtual Meeting using the WebEx system. OLD BUSINESS 1 5

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 Requests for Extensions of Planning Commission Approval: None NEW APPLICATIONS S-24-11 Warehouse Building at 601 Garrison Oak Drive - Public Hearing and Review of a Site Development Plan for a 100,000+/- SF Warehouse Building with associated site improvements. The site is located at Lot 3 of the Garrison Oak Business & Technology Park. The property is zoned IPM-2 (Industrial Park Manufacturing Zone – Business and Technology Center) and subject to the SWPOZ (Source Water Protection Overlay Zone: Tier 2 – Primary Wellhead Protection Area). The property of 12.813 acres is located on the west side of Garrison Oak Drive on the inside of the loop. The owner of record is Garrison Oaks LLC. Property Address: 601 Garrison Oak Drive. Tax Parcel: LC-05-068.00-02-03.00-000. Council District 3. Waiver Requests: Partial Elimination in Upright Curbing and Reduction of Parking Requirement. For Consideration: Performance Standards Review Application. Representative: Mr. Jon Falkowski, Becker Morgan Group Ms. Oehmke stated that this Application is a warehouse building at 601 Garrison Oak Drive. Shown on the screen is the particular location for this Application within the Garrison Oak Industrial Park. The next slide shows an aerial view of the location showing the floodplain on the lower area and the location is circled. It is zoned IPM-2 (Industrial Park Manufacturing-Business and Technology Center) and it is in the SWPOZ (Source Water Protection Overlay Zone). The very back tip is in the 100-Year-Flood Zone. The Garrison Oak Business and Technology Park is a group of fifteen lots with a residual open space. There is a little bit of history on the screen showing that it was first approved in January of 2010 and in September of 2010. It was platted in 2012. You can see on the screen that the different lots had various applications. There are three most recent in the last year and a half. The next slide shows a 2022 aerial view, and you can see that there are a couple of locations that have been built out. The numbers on the screen correspond with the three most recent locations in 2024. The “X” is the location for this Application. The Application is for a warehouse building of 100,000 SF. It is on a site of 12.8 acres. It is currently a vacant lot with an existing City of Dover water tower. The warehouse will be used for storage and logistics. It is planned for 87 parking spots including 4 handicapped spaces. There is a Waiver Request for a reduction in parking. As you can see at the top of the screen, there is a stormwater management area; so, they have also requested a Waiver for the partial elimination of upright curbing. There is also a PLUS Waiver review which was already approved from the Office of State Planning. In your application package, the Commission members can review the Performance Standards Review Application. They have included the landscaping plan and as you can see, in the back of the building there are spaces for loading docks. There is the drive through around the property for the trucks to come and go. Because this is mostly for storage, they have asked for a 30% reduction in parking. Mr. Falkowski stated that Ms. Oehmke gave a great summary of the project. The slide on the screen is an aerial view of the project. There are a few building renderings that you will see. This is the street side view of this project from Garrison Oak Drive. The project proposes two entrances, both on Garrison Oak Drive. This is the front shot of the building where you can see the vehicular parking in the front. The next slide shows coming into the property from one of the 2 6

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 main entrances off of Garrison Oak Drive, again showing the front view and the landscaping of the project. The next slide shows the difference in some of the metal paneling on the building and Some of the aluminum storefront and windowing of the project to get some natural light into the building. The next slide shows the rear of the building from one of the stormwater management areas for the project. Just to note, the Garrison Oak Technical Park as a whole had a Stormwater Master Plan that was part of the overall project. The stormwater pond that Ms. Oehmke noted earlier, is to really handle smaller storm events. Each project that comes along is required to handle the smaller storm events. The larger events are handled by the Master Plan for the stormwater of the overall site. They are requesting two Waivers tonight. One is for the upright curbing wavier to really keep a flexible design for stormwater management where they can sheet flow some stormwater to the grassed landscaping areas as opposed to curbing and collecting it with closed drainage systems and piping it. It makes for a better design with the Kent Conservation District. The other Waiver is for a 30% reduction of vehicle parking. They are requesting 87 parking spaces as opposed to the 125 parking spaces required by Code. That really fits in use with the warehouse use. You don’t need a whole lot of parking for employees and only some for the office use for the building. They do not have any comments or issues with any of the DAC comments, they are happy to address it; and for the Staff Planning Report as well, they are fine with that. Mr. Witham asked how many employees they expect to be employed at the site? Responding to Mr. Witham, Mr. Falkowski stated that they currently don’t know because they don’t have any tenants that are locked in. But typically a project like this has a small office space in the front of the warehouse that would be under a dozen and then warehouse workers. He doesn’t have a number yet. Mr. Witham stated that they are asking for a reduction in spaces so that would mean that the expectation would be that the number of employees will be a certain amount. What was your estimation that that would be? Responding to Mr. Witham, Mr. Falkowski stated that they have pulled some research from other projects for other warehousing projects in the area. He doesn’t have that exact number with him, but he can get that to him. Mr. Witham stated that he is just looking for an expected estimate. Responding to Mr. Witham, Mr. Falkowski stated that he doesn’t have that number. Mr. Witham stated that based on the 30% reduction, he would assume that the number of employees would be within that ambit of 30%. Mr. Reaves stated that there is a recommendation for private trash collection services. In your Site Plan, will you have a blockaded off trash receptacle or is that going to be inside the warehouse area? Responding to Mr. Reaves, Mr. Falkowski stated that its one of the spaces in the rear where they are showing truck loading. One of those spots will be designated for a trash compactor. There are 28 spaces shown on the rear and 24 of those will be reserved for the facility itself for loading and the others will be for trash or egress. As they develop the building there may be a few points of egress so they will end up with about 24 parking spaces, but they will leave one reserved for the trash compactor. 3 7

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 Dr. Jones stated that one of the comments from the DAC Report referred to truck parking and their designated unloading spaces but there was reference made to trucks being left in undesignated parking areas. Do you have any comments on that? Responding to Dr. Jones, Mr. Falkowski stated that he did see that DAC comment. It is not the intention for this to be a truck parking center or an overnight center. Again, they do not have a confirmed tenant for the building but its most likely going to be a daytime operation kind of thing. But again, he can’t solidify that since they don’t have a tenant for the building yet to know their operational hours. But they could obviously discourage long term parking and definitely no one parking on Garrison Oak Drive to block the roads. Dr. Jones stated that the assumption is that the unloading will completely take place and the driver will exit. Responding to Dr. Jones, Mr. Falkowski stated that during the business hours of the tenant that ends up occupying this, yes. Mrs. Maucher asked if they were projecting large trucks or smaller trucks coming in? She has concerns about the capacity of White Oak Road. We have had three projects in the last year or so and that is a lot of heavy traffic. Responding to Mrs. Maucher, Mr. Falkowski stated that there will be the larger trucks (what DelDOT would classify as a WB62 or 67). That is your standard sized tractor trailer; so, it would be those larger trucks. Mrs. Maucher stated that she did see that DelDOT made the comment that a Traffic Impact Study may be required. Responding to Mrs. Maucher, Mr. Falkowski stated no, the turning movements wouldn’t affect the Traffic Study. It’s his understanding that the City is updating the Traffic Study and any improvements that come out of that Traffic Study would be handled by the City. He knows from the original park design, which he worked on back in 2009-2012, the existing entrances were designed to handle the large trucks for that turning movement. So, those entrances are designed geometrically for those large trucks. Mrs. Maucher opened the public hearing. Mr. Zach Prebola – Kent Economic Partnership at 555 Bay Road Dover, DE 19901 Mr. Prebola stated that they are in support of this project. This is a critical factor for when businesses are choosing and looking at locations to establish their operations. This Site Plan and these waivers help expedite that process and help us in attracting business and creating new jobs in the area. For those reasons, they ask that the Commission please support this project. Mr. Jonathan Street – Becker Morgan Group of 309 South Governors Avenue Dover, DE 19901 Mr. Street stated that he has nothing to add as Mr. Falkowski did a great job summing it up. He thinks that he hit all of the key notes in his presentation. Ms. Heather Mund – 420 Wyoming Avenue Dover, DE 19901 Ms. Mund stated that she has nothing regarding the proposal. The only thing that she wanted to speak about was the reduction in parking. She speaks from somebody that lives in an area where there are warehouses and there are people coming and going for work. She has seen where there will be trucks that will be impeding parking spots and dumpsters that are going to be impeding 4 8

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 parking spots. If you have a reduction, there is going to need to be people out there, perhaps policing the area to make sure that everybody is doing what is being proposed and assumed would be a good idea. She is actually here for the other application on the agenda but hearing this is a concern. You do have people that will take advantage of using that parking lot to park overnight if they are an over-the-road driver. It happens quite a bit and there is no way to control it unless you have somebody policing the area. Mrs. Maucher closed the public hearing. Mrs. Welsh stated that she would like to confirm with the applicant on the reduction of the parking requirement. DAC recommended that the parking outlined on the plan be sufficient to be enlarged at a later date. Do you concur with that? Responding to Mrs. Welsh, Mr. Falkowski stated yes. Mrs. Denney stated that she has a suggestion. Within a motion, they could exclude overnight parking for trucks on the property. She isn’t sure what the other Commissioners think or how important it is to them. To be perfectly honest with you, she loves having the PLUS information. She thinks that when the State started doing that, it’s been helpful to her for this Commission as well as other committees that she is on. To her, she thinks that their recommendation is good as it stands but if there is a problem and someone agrees to that being a problem or a concern, she just wanted to put that out there. She doesn’t personally think that it’s necessary. Mrs. Maucher stated that she is not sure if there is already an ordinance that might already prohibit that. Responding to Mrs. Maucher, Mrs. Melson-Williams stated that the question is regarding overnight parking. She thinks that there are two issues here. The question of overnight parking as it applies to the regular passenger vehicle lot and then there is also the scenario of truck overnight parking. She will tell you that in some of the recent studies by the MPO, there is a lack of that overnight parking or parking for break time for your over the road drivers and they are suggesting that some of these warehouse projects try to accommodate some of that type of truck parking on-site beyond just the loading dock area. Certainly, she thinks that the developer tenant could police how their passenger parking lot is utilized and maybe to void that overnight parking of vehicles if they deem necessary for their business operations but she will note that the overnight parking of trucks is something that is a concern. They end up in unauthorized locations. Garrison Oak Drive as noted in our Report and comments this evening, that road is no parking on that street at all so if there is an opportunity to accommodate any of that on-site, she thinks that they want to try to leave that door open for the future tenant because it may eliminate that issue in other places of the City. Mrs. Denney stated that she agrees with that and again, when she made the suggestion, she doesn’t think it’s necessary. She thinks that is somebody has been driving a distance doing an over the road haul and they get there and they need to be off of the road and sleep, it’s safe. She imagines that because of security sake, there will be at least a vehicle there around the clock because somebody is going to be there most of the time. She asked the question but it was not a suggestion on her part, she was just clarifying the thoughts. Mrs. Welsh moved to approve S-24-11 Warehouse Building at 601 Garrison Oak Drive inclusive 5 9

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 of all DAC comments and inclusive of the waiver requests for partial elimination of upright curbing and reduction of the parking requirement with the thought in mind that the applicant did concur with the DAC comment to provide additional space for future use and also for consideration of the Performance Standards Review Application, seconded by Dr. Jones and the motion was carried 6-0 with Mr. Roach and Mr. Baldwin absent and Mr. Lewis observing from the audience. Mrs. Welsh voting yes; she believes that it’s a necessary improvement to the site and even though we didn’t really look at the elevations, the package included some beautifully done renderings of the proposed facility. Mrs. Denney voting yes; she believes that this is a great project for this location and one of the reasons that the little industrial park area exists so she thinks that it is very appropriate and a good use. Mr. Witham voting yes; for the reasons set forth in the Planning submission that they received from the applicant. This is a proper use of this facility that has been planned for quite some time in the City of Dover. Dr. Jones voting yes; based upon Staff recommendations and comments from the DAC. Mr. Reaves voting yes; based on comments previously stated and comments from DAC. Mrs. Maucher voting yes; based on comments already made. SB-24-01 Lands of Wyoming, LLC and Functional Properties, LLC (Ekaman Subdivision): Conceptual Subdivision Plan - Public Hearing and Review of a Conceptual Subdivision Plan to create six (6) lots from 2 existing parcels totaling 4.5754 acres to be known as Ekaman Subdivision. The proposed subdivision is to consist of five residential lots with the residual for stormwater management area. The proposal includes the extension and addition of a cul-de-sac to the existing street right-of-way of Jefferson Terrace. The larger parcel is zoned R-10 (One Family Residence Zone), and the additional parcel is zoned R-8 (One Family Residence Zone) with both being located south of but not adjacent to Wyoming Avenue and west of Monroe Terrace. Property Address: unaddressed on Jefferson Terrace extension (part of which is referenced as 3.8904 acres of Wyoming Avenue Rear). Property Owners: Wyoming, LLC and Functional Properties, LLC. Tax Parcels: ED-05-077.17-06-02.01-000 & ED-05-077.17-06- 13.00-000. Council District 2. Note: The renaming of Jefferson Terrace (to Ekaman Way) is subject to a separate review process. • This property was reviewed in 2013-2015 as SB-13-06 Jefferson Terrace Subdivision; however, the plan was never finalized. Application for Conceptual Subdivision Plan SB- 23-01C was conditionally approved by Planning Commission in March 2023; previous waiver requests were unsuccessful and the plan expired. Representatives: Mr. Kyle Burchard; Mountain Consulting Mrs. Melson-Williams stated that this is a Conceptual Subdivision Plan. On the screen we see depicted, the location. It actually is made up of two parcels. A regular lot that is shown with the R-8 (One Family Residence Zone) and then the irregular kind of “L” shaped property that is marked with the R-10 (One Family Residence Zone). It’s in two different zoning classifications, both of which that are One Family Residence Zones that would allow for development as a single family detached residential unit. Their proposed location here is off of Monroe Terrace and then off of the extension of Jefferson Terrace. Monroe Terrace in the vertical street that is not labeled there just to the east of the shaded area and then that is a “T” intersection with Jefferson Terrace which is labeled. This is a Conceptual Subdivision Plan SB-24-01. This location may be somewhat familiar to Planning Commission members and members of the public as there have been previous applications; most recently in March of 2023. There was a 6 10

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 Conceptual Subdivision Plan SB-23-01. It was ultimately approved by the Planning Commission and it had a number of waiver requests with it. It was for a slightly different configuration to the proposed development. Ultimately, the requests for waivers were unsuccessful as those waivers were ones that had to be considered by City Council. Prior to that, there were other plans for development of this site in a different format back in the timeframe of 2013-2015 under a different owner entity but that application has since expired. This evening, we are really focused on the current application which is SB-24-01. A difference this time is that it does make of two properties, that smaller R-8 (One Family Residence Zone) lot and then the “L” shaped property. In the aerial view, you can see that from Monroe Terrace to the west, while there is right of way, meaning property for a road, there currently is not a City street constructed in that area. This developer would have construct that to City standards in order to reach a portion of the property. The property does have a small area. If you look at foot of the “L” in the lower right corner of the image, it has frontage on Monroe Terrace currently. The property has some open areas and also some wooded areas you can see in the darker shading. The shading that is blue on this image here is the special flood hazard area, also known as the 100 Year Floodplain. That is kind of centered on what is a stream corridor that crosses through this property. The City Zoning Ordinance prohibits development within that flood plain area and additionally they will have to study any wetlands that may also be on the property and the City has requirements for setbacks from those wetland areas. The proposed lots that are being created are in the northern portion of the site kind of at the top of the “L” from which the street would initially connect to so those properties are not within the flood plain area. The next slide is an image of the proposed plan. At the top you can see that there are a series of what would be five (5) lots and then a residual tract of land which is the southern portion of the property. That residual is anticipated to be left “as is” and also be able to address the stormwater management requirements for the project site. With a Conceptual Subdivision Plan, the Planning Commission is looking generally at road network and proposed configuration of the lots. Each of the lots, depending on which zone it falls into, has to meet certain size minimums of the R-8 (One Family Residence Zone) or the R-10 (One Family Residence Zone). From the initial submission, it appears the Plan is meeting those requirements. They are also showing the setbacks from property lines for any future development. With this street for Jefferson Terrace Ext., the property owner is thinking about renaming that street to Ekaman Way so you may see that referenced on the Plan but street renaming is a separate process and we are not considering that this evening. With the street extension, ultimately it will be a paved travel area with upright curbing and also sidewalks along the frontage areas, so each of the lots will have sidewalk in front of it. The project itself for future development would be subject to our infill standards which does also include the requirement for sidewalks along the frontage. She did note that there are portions of this property that are existing woodland areas. the Zoning Ordinance regulations do limit the tree clearing on an individual lot to a maximum of 50%. They are showing what appears to be at this early design stage, some woodland clearing but it does not appear to reach that maximum limitation there. As a residential subdivision moves forward, there will be other requirements for things like active recreation areas that they would have to address. In our planning comments, there are no waivers for this particular version of the Subdivision. They will be gathering some more additional information about the site if any development moves forward; so more information on the flood plain area, their stormwater design and wetlands delineation. We can see here that this is actually part of firm panel which is from FEMA related to flood plain mapping. The blue area is areas where development cannot occur per our City regulations. Staff is recommending approval finding that the Subdivision 7 11

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 consisting of a total of six (6) lots, five of them being buildable and then a residual lot which they have targeted for maintaining as is and stormwater management for this plan. a Conceptual Subdivision Plan is the first step. Once the Planning Commission reviews it and takes action on it, the second step would be a Preliminary Subdivision Plan which again is subject to a public hearing and application submission process with the Planning Commission. Other recommendations that Planning Staff has made is that they have looked at the configuration of what is Lot 1. It is a little odd of a configuration. If they were looking to change that, they would have to seek a waiver of the number of lots or the percentage of lots on the end of a cul-de-sac. There is a caveat in our Code related to that. Right now the submission as filed complies with that requirement but if they were to resign to get another lot or reconfigure to place a lot on that bulb-end then they would be looking at a waiver request. Additionally, the third recommendation coming from Planning Staff is related to sidewalk on Monroe Terrace. The kind of foot or bottom piece of their parcel that has frontage on Monroe Terrace should also include the infill of sidewalk for that frontage. That is how we start to build our sidewalk network as projects come through the development process. The remaining portion of the Development Advisory Committee Report includes comments from a number of other agencies, including the City’s Department of Public Works which provides guidance about City streets and the sanitation needs. Also comments from the Department of Water/Wastewater noting that these lots would need to be designed for City water and sewer services. The Fire Marshal’s Office has provide comments and is asking for a fire hydrant at the end of the cul-de-sac to assist in any kind of firefighting potentials there. With DelDOT’s comments in the DAC Report, while they will have to do a pre-submittal meeting with DelDOT, none of these streets are DelDOT streets so review of the street development will fall to the City. The Kent Conservation District has noted that this project would be subject to a Sediment and Stormwater Management Plan and that previously they have advised in this area that certain management strategy related to the nearby Puncheon Run, which this stream then feeds into. A plan review with the Kent Conservation District will be subject to the Delaware Sediment and Stormwater Management regulations and compliance with those. The Dover/Kent County MPO has no objections to the Subdivision Plan. They are encouraging the sidewalks for this general location. Mr. Burchard stated that Mrs. Melson-Williams’ summary of this is correct. After the DAC Meeting, they did confer afterwards with DPW (Department of Public Works), KCD (Kent Conservation District), DelDOT and the Fire Marshal about all of their comments to make sure that they had a clear understanding of what they needed and that they would be able to provide that. Their intention was not to make any modifications and to make additions that will not require any waivers. They do plan to follow up with active recreation as cost-in-lieu due to space considerations. He believes that they will be proposing a conservation easement on the residual parcel, needing to still de-conflict with DPW (Department of Public Works) how they do maintenance of stormwater on that residual lot in conjunction with the conservation easement. That is really all that he has at the present time as they seek to move this forward to the preliminary subdivision and he would be happy to entertain any comments. Mrs. Denney stated that at the moment, they are addressing five (5) lots as depicted on this Plan. Responding to Mrs. Denney, Mrs. Maucher stated yes, five (5) building lots. Mrs. Melson-Williams stated that she can confirm that there is a proposal for five (5) building lots and then Lot 6 is a residual lot. Staff does note in the Report that there is potentially an 8 12

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 opportunity to build in the area that is closer to Monroe Terrace on that residual lot but she believes that the strategy at the present time is that the applicant is holding that residual lot for stormwater management practices and is not anticipating a construction of a home at the foot piece. Mrs. Denney stated just for clarification for herself, they are really addressing the five (5) lots. Would the applicant then need to come back if they decided to do something with the sixth lot? If they don’t know what the plan is, again, probably stormwater management, how can they really vote on the sixth lot? Responding to Mrs. Denney, Mrs. Melson-Williams stated that at this point, she would say that the Commission is dealing with five (5) lots and a residual. If their plans change, that is something that can be addressed with a next phase of the project. If their design changes in compliance with the Code that it allows an additional lot, then that could be considered at that time with ah Preliminary Subdivision Plan. Mr. Witham stated that he is confused a little bit. He looks at the plot map that was submitted by the applicant and at the end of the southern extension of Monroe Terrace; it shows what is called a proposed shared entrance. Can the applicant explain what that proposed shared entrance is? Responding to Mr. Witham, Mr. Burchard stated that there is an existing house lot. It is designated as Lot A-9 and there was no easement provided but there was a driveway there across the subject residual parcel. So it says “shared” and quite honestly that is a carryover. To the previous question if he may, he believes what they would do is to address the conservation easement on this land that would necessarily prohibit development on that residual parcel on the Monroe Terrace frontage. It opens up too many questions. It opens up too many uncertainties. He plans on seeing that on the Preliminary Plan and he recognizes that it is not on this Conceptual Plan at this time. There was a possibility that there could be space for some development on that finger of the “L” fronting on Monroe Terrace but it’s infeasible in any regards. That shared entrance is really just the existing entrance that will continue serve the existing house Lot A-9. Mrs. Denney stated that she has one more question with regards to the sidewalks required by the City on Monroe Terrace. Does the sidewalk, based on what they would be addressing tonight; the five (5) lots, does the sidewalk only have to be developed down to Ekaman Way or does it have to go the entire length of Monroe Terrace that is shown on this particular Site Plan? Responding to Mrs. Denney, Mrs. Melson-Williams stated that what is shown on the Subdivision Plan is not depicting any sidewalk on Monroe Terrace. What is shown there is the paved width of Monroe Terrace within what is the property of the road; the road right-of-way. So it is not clear on this Plan about the sidewalk in that frontage piece on Monroe Terrace for this particular property. As part of its development, the City Code would require development of that sidewalk along that frontage even if it was just to remain part of the residual lot. Mrs. Denney stated additionally, sidewalks she would assume on Ekaman Way are required? Responding to Mrs. Denney, Mrs. Melson-Williams stated yes, Ekaman Way, if that becomes its name, Jefferson Terrace Ext., the Code would require sidewalks on both sides of that street leading from Monroe Terrace to the cul-de-sac and then back to Monroe Terrace. Mrs. Maucher opened a public hearing. 9 13

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 Mrs. Melson-Williams stated that Planning Commission member, Mr. Roach has joined us so he will be participating in this application. He has been here since we started on this application Mr. Steve LeBoon – 1025 Westview Terrace Dover, DE 19901 Mr. LeBoon stated that he really likes the questions that were asked tonight. This Plan, in his opinion, is legally deficient. They are recycled from the previous builder of Lighthouse Construction. You are talking about the access. There is no access for this project at all. Ms. Schwartz, who lives back in that residence, owns the share way. She is not giving up her share way so he doesn’t even know fundamentally how this builder, which is just confirmed that there is no access. Also, he knows that he has submitted a lot of paperwork and he wants to thank Mrs. Melson-Williams. He really does appreciate her being fundamental to get evidence and correspondence on behalf of his neighbors. Over eighteen (18) people signed a petition in opposition. It’s like ever five (5) years, this is the twelve (12) or fourteen (14) year project that has just been a nuisance and a headache and he hopes that the Commission denies the application once and for all so that it doesn’t have to go to City Council. He is not going to regurgitate what he has submitted but he has submitted a lot of information, which in his opinion would garner at least probably two or three days just to talk amongst yourselves. He hopes that you would respectfully deny this application. This is a project that creates catastrophic flooding. The plans from FEMA were done in the early 1950’s. The flooding behind his house would be catastrophic for one house. He wants to propose five (5) or six (6) and it’s going to affect his neighbors. It’s going to push all of that water. If you don’t know Mr. Ralph Taylor, a former City Councilman, he did a project on behalf of Council. This is the reality of today and this is what the water flow looks like under the bridge off of Governors Avenue (Showed pictures to Commission). They cannot afford any more water. He has submitted a lot of detailed information. His next door neighbor, Mr. Dan Beeker would like to know what the square footage per house is and also the values of the houses. The average square footage in their neighborhood, especially off of Wyoming Avenue is 2,500 to 2,800 square foot houses. Governor Jack Markell signed in an Order many years ago that still remains in affect; it has not been lifted, that no building should commence on anything near a floodplain. The picture that he showed is outdated. That water is really bad and he personally invites each Commissioner to stay at his house so they can see what it looks like when it rains. Please take a look at what has been submitted and he asked the Commission to deny this application. This has been a hindrance and a real headache for the community for fourteen (14) years. Mrs. Melson-Williams stated that the correspondence that Mr. LeBoon referenced, there was Public Comments: Set 1 that was an email from Mr. LeBoon that Staff received on August 9, 2024. He resides at 1025 Westview Terrace just for the reference there. Public Comments: Set 2 is a series of emails received from August 9, 2024 through August 19, 2024. It is a series of thirteen (13) emails from Mr. LeBoon with various attachments. These were sent to the Planning Commission members this afternoon and they have also been provided a hard copy. She is going to quickly reference what they are just for the record since he was just speaking here to kind of group things together. Item 1 is an email from Mr. LeBoon that was received on August 13, 2024 and it included an aerial map. Item 2 is an email from Mr. LeBoon also received on August 13, 2024 with again, an aerial map included. Item 3 is an email from Mr. LeBoon received on August 13, 2024 with a FOIA Request sheet attached to it and she did confirm with our FOIA system that that FOIA request was fulfilled on August 14, 2024. The City Clerk’s Office 10 14

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 manages that process. Item 4 was an email from Mr. LeBoon that was received on August 16, 2024 and that includes the first copy of a petition of opposition that included fourteen (14) signatures. There was a link to the DNREC website on flood risk and avoidance and what was highlighted on that is an Executive Order that was issued by Former Governor Jack Markell. It is an Executive Order to State agencies regarding construction activities in the floodplain. Item 5 was an email from Mr. LeBoon that was likewise received on August 16, 2024 and it included a copy of the opposition argument documents that he had previously submitted with application SB-23-01C from 2023. Item 6 was an email from Mr. LeBoon that they received on August 16, 2024 that included an update to that petition of opposition. There was a signature added from Ms. Schwartz. Item 7 was an email from Mr. LeBoon also received on August 16, 2024 and it had an attachment that referenced the importance of trees. Item 8 was an email from Mr. LeBoon of August 16, 2024 and it included two photo of example flooding. One was a view looking east on Lynnhaven Drive which is south of the subject site and then a picture of water flowing under the bridge at the Puncheon Run on Governors Avenue. Item 9 was an email from Mr. LeBoon also received on August 16, 2024 that included a link to our zoning district type list which lists all of the zoning districts and the uses in those districts. There was a link to Delaware Code, specifically Title 7, Chapter 75 which deals with the State Open Space Program and then also a link to the Kent County online map portal. A subsequent email also on August 16, 2024 included an image from the Kent County online map portal that showed the subject area in the floodplain. Item 11 was an email from Mr. LeBoon that was received on August 18, 2024 which was an updated petition of opposition. Again, there were several signatures that were added at that point. Item 12 was an email also received on August 18, 2024 and the associates of email of Item 13 which provided a link to several wildlife photos that had been taken from Mr. LeBoon’s property or near his property at the site. Ms. Joan Sciple – 1139 Westview Terrace Dover, DE 19901 Ms. Sciple stated that she has lived at this address for 41 years. She has witnessed the flooding that occurs. Since she has been there, they have built up on Wyoming Avenue, on Governors Avenue and that water has no place to go. When it comes down, one of the heavy rains that we have had, the stream that goes right next to his neighbor’s house rose to the back door of her basement. She has a sump pump under her house. There are days when it doesn’t rain and it comes on. Where will it go? Over at Eden Hill that had construction, and debris was thrown into the stream. The stream came through and over to the pond in Woodbrook. That pond is a disaster at this point but the stream goes on and it goes back onto this property, through the trees in the conservation area and if they start digging what is going to happen? The dirt, the mud and debris will enter the stream and go down to the second pond that is on Lynnhaven Avenue and come into Puncheon run which already has its problems. She will say that she is well out of her comfort zone here but she does appreciate the Commission listening. This is so important to the Woodbrook area. they cannot take any more water on so please consider this very carefully when you decide what to do. Mrs. Cassandra LeBoon – 1025 Westview Terrace Dover, DE 19901 Mrs. Melson-Williams stated that Mrs. LeBoon stated in the chat that she thinks everyone has made a good case in protest of the project. Also, there is a chance for the State to buy the land as part of the open space program. 11 15

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 Mr. Curtis Williams and Mrs. Jordin Williams – 324 Wyoming Avenue Dover, DE 19901 Mrs. Williams stated that they just want to express their protest to this project as well. She thinks that anyone who lives in this area, they are on Wyoming Avenue which they consider a high point. Any time there is any type of rain, you are getting halfway into that field even up towards where they are where you can see the water. She can’t imagine the impact that this would have on Woodbrook or those areas if they started doing construction back there. Anyone who lives in this area knows that the water sits. They know what dramatic impact it’s going to have trying to build right beside those floodplains. She just can’t see how this makes any sense at all if we are trying to protect the existing properties that exist in these neighborhoods. They are against this proposal. Ms. Heather Mund – 420 Wyoming Avenue Dover, DE 19901 Ms. Mund stated that she is located on the corner of Wyoming Avenue and Westview Terrace. She appreciates them taking her comments. She knows that you have a lot of people here making good points. She is very concerned because when her father bought the property thirty (30) years ago, she saw where there were horses behind the house where you are considering this development and she asked about it and she was told that it was zoned for horse. Now we fast forward many years and now she is hearing about how they want to do building there. She knows that they have been affected by the rains and the water that builds up. It has been detrimental and she fears that by doing anymore additional building in that area, it is going to come at a cost to the homeowners. That is not fair to the people who have been living there, to pick up the cost. She also feels like a certain area needs to be protected because the trees being taken down and the wildlife needs to have a place to go. Everybody is building up and it is just impacting and there is nowhere for there to be proper in and out because it would infringe on property owners that don’t have the means to say anything other than come to this hearing and then after it’s done and they are impacted and it’s a concern to what they are going to have to deal with, with all of the comings and goings on an area that has just been brought up for the proposed of this development. Mr. Luke Siler – 330 Wyoming Avenue Dover, DE 19901 Mr. Siler stated that he has nothing else to add; just seconding the concerns. This does appear to be an enormous risk the surrounding neighborhood and wildlife. He was confused about how the property is delineated, where this extension will happen and if there is enough room between those properties. Responding to Mr. Siler, Mrs. Melson-Williams stated that she isn’t sure if he is watching on a computer but there is the screen shot that shows the plan and there is between two of the properties that front on Monroe Terrace, a portion of the street; property of the street that has not been constructed. That gives a pathway or an area where a street could be built going to the west to then access this tract of land. If you are looking at the image, it does say Ekaman Way. It is part of the “T”, it is the left-hand piece of that “T” intersection that is there, basically a block south of Wyoming Avenue. Mr. Siler stated that his other question was about trees as that map is illustrated and he can’t tell which trees area meant to be removed and what trees are mean to be planted. The key is the same. Responding to Mr. Siler, Mrs. Melson-Williams stated that it is a little difficult to see but one is slightly darker than the other and that’s the one that is the one 8:40:05 12 16

Item 1. CITY OF DOVER PLANNING COMMISSION AUGUST 19, 2024 NEW BUSINESS Annual Meeting of the Planning Commission (Nomination and Election of Officers and Appointments to Subcommittees) Meeting adjourned at 9:24 PM. Sincerely, Kristen Mullaney Secretary 13 17

Item 2. Resolution Whereas, Chris Cooper, became a member of the City of Dover Planning Commission on September 13, 2021, and has served with diligence and distinction in this capacity as an advocate for sound land use planning in the public interest; and, Whereas, Chris Cooper has played a role in ensuring fundamental fairness and careful forethought in the planning and development of the Capital City through his service on the Planning Commission; and, Whereas, Chris Cooper completed his term of service on the City of Dover Planning Commission on July 15, 2024. Now Therefore Be It Resolved That, the City of Dover Planning Commission does hereby express its sincere appreciation to Chris Cooper for his faithful and diligent service to the Citizens of the City of Dover as an active member of the City of Dover Planning Commission and extends its very best wishes to Chris Cooper. _________________________ William L. Witham Jr. Joan E. Denney Planning Commission Chair Planning Commission Vice Chair Dawn Melson-Williams Principal Planner 18

Item 3. City of Dover PETITION TO ANNEX AND REZONE PROPERTY Development Advisory Committee Meeting of September 4, 2024 Public Hearing Before Planning Commission on September 16, 2024 File Number: AX-24-01 Ordinance Number: 2024-28 Applicant/ Owner of Byler Investments, LLC Record: Property Address: 139 Acorn Lane, Dover DE Tax Parcel ID #: ED-00-068.19-01-23.00-000 Lot Size: 14,494 SF +/- Present Zoning: RS-1 (Residential Single Family Zone) Proposed Zoning: R-10 (One Family Residence Zone) 2019 Comprehensive Category 1: High Priority Annexation Areas Plan Designation: 2019 Comprehensive Residential Medium Density Plan Land Use Category: Present Use: Single Family Detached Dwelling Proposed Use: Single Family Detached Dwelling Utility Availability: Electric: 139 Acorn Lane is currently served by City of Dover Electric. With any future redevelopment of the property, the electric service needs will be evaluated. The property owner will be responsible for any and all costs associated with the changes of electrical service needs related to any future redevelopment including extending and providing service upgrades to the proposed property. Water and Sanitary Sewer: 139 Acorn Lane is not served by City of Dover Water. 139 Acorn Lane is not served by Sanitary Sewer. The property owner has contacted the Department about the possible connection to these services. Water and Sanitary Sewer are available to this property. The property owner is responsible for any and all costs associated with changes to 19

Item 3. service needs for property including extending and providing service upgrades to the existing dwelling on the property, this will include an assessment of $40 per front foot of the property for sanitary sewer, which shall be paid by the property owner prior to connection. This may include tapping the sanitary sewer and water mains, connection to the building for both utilities, purchasing appropriately sized water meter and pit, paying impact fees, and obtaining permits. Recommendations from The Electric Department has no objection to the annexation. Utility Services providers for AX-24-01: The Department of Water and Wastewater has no objection to the annexation. P. O. Box 475 Dover, DE 19903 Community Excellence Through Quality Service 20

Item 3. City of CITY OF DOVER Dover Planning Office DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY D.A.C. MEETING DATE: September 4, 2024 APPLICATION: Annexation of Lands of Byler Investments Inc. at 139 Acorn Lane FILE #: AX-24-01 REVIEWING AGENCY: City of Dover Planning CONTACT PERSON: Dawn Melson-Williams, AICP, Principal Planner PHONE #: (302) 736-7196 I. APPLICATION SUMMARY This application is for Review of an Annexation Request and Rezoning Request for a parcel of land totaling 14,494 SF+/- located at 139 Acorn Lane. The property is currently zoned RS-1 (Residential Single Family Zone) in Kent County. The proposed Zoning is R-10 (One Family Residence Zone). The property is located on the west side of Acorn Lane between South Hancock Avenue and Shadybrook Drive. The annexation category according to Dover’s 2019 Comprehensive Plan is Category 1: High Priority Annexation Areas and the land use designation is Residential Medium Density. The property owner is Byler Investments, LLC. Property Address: 139 Acorn Lane. Tax Parcel: ED-00-068.19-01-23.00-000. Proposed Council District 3. Ordinance #2024-28. The First Reading of this Annexation Request was completed at the City Council Meeting on August 12, 2024. At that time, a Public Hearing before the Planning Commission was scheduled for September 16, 2024 and a Public Hearing before City Council was scheduled for October 14, 2024. Existing Property The property is located on the west side of Acorn Lane and between South Hancock Avenue and Shadybrook Drive. The current boundary of the City of Dover flanks the parcel on both sides, but not to the rear. The property includes an existing single-family detached dwelling. The property is currently zoned RS-1 (Residential Single Family Zone) in Kent County. Surrounding Land Uses The subject property is surrounded by single-family dwellings on slightly larger sized lots zoned R-20 and RM-1 located in the City and a property zoned RS-1 located in the Kent County. To the east across Acorn Lane is residential subdivision known as Independence Village where properties are zoned R-8 (One Family Residence Zone) and are single family detached dwellings. To the southeast across Acorn Lane is a residential subdivision known as Acorn Farms zoned R-8 (One Family Residence Zone) and it consists of duplex units as developed as Residential Cluster Development (SB-92-08). 21

Item 3. AX-24-01 Lands of Byler Investments, Inc.at 139 Acorn Ln: Annexation DAC Report of September 4, 2024 Page 2 II. COMPREHENSIVE PLAN COMPLIANCE REVIEW In the 2019 Comprehensive Plan, the Potential Annexation Areas (Map 13 -1) identifies the property in the Category 1: High Priority Annexation Areas. The Growth and Annexation Plan Chapter (Chapter 13) notes that “Lands in this category are primarily enclaves of unincorporated territory mostly surrounded by the City of Dover. In all or most of these cases, the City provides these parcels with one or more essential service (sewer, water, police, fire, trash).” For Category 1: High Priority Annexation Areas, it notes in the Recommendations that “the City will not extend sewer and/or water infrastructure to Category 1 areas unless the property owners annex into the City” with consideration given for issues of health, safety and welfare. The 2019 Comprehensive Plan also sets the review criteria for the review of zoning for parcels being proposed for annexation. Chapter 13, page 13-9 notes that the Zoning Review may include: • Proposed zoning be in compliance with the land use category shown on Map 13-2 and used in conjunction with Table 12-1: Land Use and Zoning Matrix; • Character and compatibility of the surrounding land uses and properties; • The street type and capacity serving the property; • Environmental concerns and conditions that may influence land use and zoning; • Market concerns and conditions; • The compatibility with the overall goals of the Comprehensive Plan. Map 13-2: Potential Land Use for Annexation Areas identifies the Land Use Classification for this property to be Residential Medium Density. The goals and recommendations for the Residential Medium Density Land Use are listed in the 2019 Comprehensive Plan excerpts presented below: Goals: Residential Land Uses To develop and maintain an adequate supply of housing of varying type, size, and densities that are aesthetically pleasing and located within neighborhoods designed or redesigned to promote convenience, conservation, and access to the greater community, but which are properly buffered through distance and landscaping from incompatible land uses. Policies: Residential Land Uses • Allow flexibility in housing styles and types while regulating gross density within residential developments. • Require linkage streets and sidewalks between adjoining residential subdivisions and street right-of way stubs to adjoining vacant developable land. • Encourage the separation of residential areas from incompatible uses through buffering distances and the use of transitional zoning categories. • Encourage high density residential development in infill areas that are near essential services, public transit, and employment opportunities. 22

Item 3. AX-24-01 Lands of Byler Investments, Inc.at 139 Acorn Ln: Annexation DAC Report of September 4, 2024 Page 3 • Permit limited compatible neighborhood commercial uses that support surrounding residences within residential areas. The following is an excerpt from the 2019 Comprehensive Plan regarding Residential Medium Density Land Uses (page 12-4): Recommendation for Residential Medium Density Residential Medium Density land uses involve a maximum gross density of eight (8) dwelling units per acre. This type of development may include single family houses on smaller lots, duplexes, townhouses, and some apartments. Some Manufactured Home Park developments would also be considered Residential Medium Density. Medium density residential uses are permitted in the following zoning districts: R-8 (One Family Residence Zone), R-7 (One Family Residence Zone), RM-1 (Medium Density Residence Zone), RM- 2 (Medium Density Residence Zone) planned to reflect the historic patterns and mix of land uses common to Dover’s early development, RG-1 (General Residence Zone), RG-2 (General Residence Zone), RG-3 (Group Housing Zone), RGO (General Residence and Office Zone), and MH (Manufactured Housing Zone). The Land Development Plan recommends that Residential Medium Density uses be permitted near existing and planned service and employment centers and in locations well supported by transportation infrastructure and mass transit services. Areas identified as Medium Density Residential can be looked at as potential receiving areas under a transfer of development rights program. Areas in the northern portion of the City are appropriate for Residential Medium Density development. As part of the Land Development Plan, Table 12-1: Land Use and Zoning Matrix specifies that the following zones are compatible with this land use classification of Residential Medium Density. R-10 (One Family Residence) R-8 (One Family Residence) R-7 (One Family Residence) RM-1 (Medium Density Residence) RM-2 (Medium Density Residence) Residential Medium Density RG-1 (General Residence) RG-2 (General Residence) RG-3 (Group Housing) RGO (General Residence and Office) MH (Manufactured Housing) C-1 (Neighborhood Commercial) 23

Item 3. AX-24-01 Lands of Byler Investments, Inc.at 139 Acorn Ln: Annexation DAC Report of September 4, 2024 Page 4 III. ZONING REVIEW Request for R-10 (One Family Residence Zone) The applicant has requested the zoning of R-10 (One Family Residence Zone). The types of permitted uses in the R-10 (One Family Residence Zone) are given in Article 3 §1 of the Zoning Ordinance and referenced sections. See the following Code excerpt: Article 3 Section 1. – One Family Residence zone [(R-20, R-15, R-10, R-8, R-7)]. 1.1 Uses permitted. In a one-family residence R-20, R-15, R-10, R-8 and R-7 zones, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part, for any uses except the following: 1.11 The raising of field and garden crops, vineyards and orchard farming, the maintenance of nurseries, and the seasonal sale of the products thereof, provided no building is erected and signs conform with article 5, section 4. 1.12 One-family detached dwellings, not to exceed one such dwelling per lot. 1.13 Public buildings, structures and uses, including parks and playgrounds, subject to approval of site plans by the planning commission in accordance with article 10, section 2. 1.14 The following uses are permitted, conditional upon the approval of the planning commission in accordance with the procedures and subject to the general conditions set forth in section 10.1 and to any specified requirements set forth below: (a) Places of worship, including parish houses; [and] schools, including nursery schools, kindergartens and day care centers in accordance with article 5, Supplementary Regulations, section 14. Child day care facilities; philanthropic and eleemosynary institutions; hospitals and sanitariums for general medical care; and funeral homes subject to the following requirements: i. Any school permitted under this paragraph [subsection 1.14(a)] shall be a nonprofit organization within the meaning of the Internal Revenue Act and shall be registered effectively as such thereunder. ii. Any school permitted under this paragraph [subsection 1.14(a)], other than a kindergarten, nursery school, or day care center, shall occupy a lot with an area of not less than two acres, plus one acre for each 100 pupils for which the building is designed. iii. Any kindergarten or nursery school permitted under this paragraph [subsection 1.14(a)] shall be limited to a maximum of 50 children in zones R-8 thru R-20 and a maximum of 100 children in all other zones. At least 100 square feet of outdoor play space per child shall be provided. Outdoor play space shall be fenced or otherwise enclosed on all sides and shall not include driveways, parking areas, or land unsuited by other usage or natural features for children's active play space. Fencing or other enclosures shall be a minimum height of four feet. The minimum lot area for each ten, or remainder over the multiple of ten, children shall be the same as the minimum lot area requirement for each dwelling unit in the districts in which such uses are to be located. iv. No such building or part thereof shall be erected with less than a 50-foot front yard or nearer than 25 feet from any other street or property line. v. The sum of all areas covered by all principal and accessory buildings shall not exceed 20 percent of the area of the lot. vi. Courts shall conform to the requirements of article 5, section 3 hereof. (b) Railroad and public utility rights-of-way and structures necessary to serve areas within the city, subject to such conditions as the planning commission may impose in order to protect and promote the health and safety and general welfare of the community and the character of the neighborhood in which the proposed structure is to be constructed. 24

Item 3. AX-24-01 Lands of Byler Investments, Inc.at 139 Acorn Ln: Annexation DAC Report of September 4, 2024 Page 5 (c) Country clubs or other annual membership clubs, catering exclusively to members and their guests, and accessory private playgrounds, golf courses, swimming pools, tennis courts and recreation buildings not conducted as business enterprises, provided that the following operations shall be prohibited: i. Outdoor entertainment, live or mechanical; ii. The use of outdoor public address systems for any purpose; and iii. Exterior lighting producing glare at the lot line other than that essential for the safety of the users of the premises. No building erected under the provisions of this paragraph [subsection 1.14(c)] shall be so erected nearer than 50 feet to any street or property line. (d) Adult day care facilities in accordance with Article 5—Supplementary Regulations, Section 22—Adult Day Care Facilities. 1.15 Accessory uses, limited to the following: (a) Professional office or studio of an artist, dentist, musician, teacher, or physician, but not including veterinarians, provided that: i. Such office or studio is incidental to the residential use of the premises and is carried on by a resident thereon with not more than one nonresident assistant; and ii. Such office or studio shall occupy not more than 30 percent of the area of one floor of the main building. iii. Studios where dancing or music instruction is offered to groups in excess of four pupils at one time or where concerts or recitals are held are prohibited. iv. Medical centers, barbershops, beauty parlors, real estate offices, funeral homes or similar uses shall not be considered permitted accessory uses. (b) Garden house, tool house, playhouse, greenhouse or pool incidental to the residential use of the premises and not operated for gain. (c) Private garage, provided that, in the case of a one-family dwelling, such garage shall have a capacity of not more than three passenger automobiles. One such space may be leased to a person not [a] resident on the premises. (d) Keeping domestic animals as pets, provided not more than three (3) dogs over six months old, shall be permitted. (e) Keeping of chickens for individual domestic purposes subject to the following restrictions: i. Keeping of chickens shall not be permitted on lots smaller than 10,890 square feet in lot area. ii. No more than five (5) chickens shall be permitted on a residential lot. iii. Chickens shall be registered with the Delaware Department of Agriculture. iv. Chickens shall be penned in a coop that shall be at least four (4) square feet per chicken. v. All chicken coops shall be located in a rear yard and shall be a minimum of 20 feet from side and rear property lines. vi. Any odor associated with the chickens shall not be discernable from property lines. vii. Keeping of roosters shall be prohibited. viii. Any lot with chickens shall either comply with these requirements by June 1, 2016 or remove the chickens. (f) Dormitories accessory to schools, provided that such dormitories conform to the bulk regulations of the RG-1 zone. For purposes of computing bulk requirements, each four rooms shall be considered one dwelling unit. Parking shall be calculated as identified in Article 6—Off- Street Parking, Section 3—Required off-street parking spaces, Paragraph 3.1—Schedule of requirements. (g) Customary home occupations, provided that: i. No display of products, goods and/or signs shall be visible from the street. 25

Item 3. AX-24-01 Lands of Byler Investments, Inc.at 139 Acorn Ln: Annexation DAC Report of September 4, 2024 Page 6 ii. Such home occupation shall be incidental and secondary to the residential use of the premises and shall be conducted in the principal building by the resident or residents that reside therein. iii. Nonresident assistants or co-workers shall be prohibited. iv. Such home occupation shall not occupy more than 30 percent of the area of one floor in the principal building. v. There shall be no exterior effect such as noise, traffic, odor, dust, smoke, gas, fumes, radiation, or electromagnetic interference. The property in the R-10 zoning district would be subject to the following bulk standards. The existing size of the lot and placements of the existing house will be considered legal non- conforming as to the lot width, minimum side yard setback (on south side), and the setbacks for the accessory structure (garage). The Zoning Ordinance, Article 7 – Nonconforming Buildings and Uses contains provisions to address these non-conformities. See the bulk standards below for R-10. Article 4, Section 4.1. - [One-family residence zones.] Bulk and parking regulations for one-family residence, R-20, R-15, R-10, R-8 and R-7 zones [are as follows] (see also article 12, definitions; article 5, supplementary regulations; and article 6, off-street parking, driveways and loading facilities): : For Dwellings in: Minimum required: R-10 Lot area (sq. ft.) 10,000 Lot width (ft.) 80 Lot depth (ft.) 110 Front yard (ft.) 25 Minimum side yard (ft.) 15 Total both side yards (ft.) 30 Rear yard (ft.) 30 Livable floor area/DU (sq. ft.) 1,200 Off-street parking spaces/dwelling units 2 Maximum permitted: Building height Stories 2 1/2 Feet 35 Lot coverage 30% (Ord. of 12-14-1992) IV. RECOMMENDATION OF PLANNING STAFF: The request for the R-10 (One Family Residence Zone) is for a zone that focuses on one-family residences (detached dwellings) on lots of a minimum 10,000 SF size. This property is over 10,000 SF in size and currently includes a single-family detached residence. Staff recommends the annexation of the property at 139 Acorn Lane and its rezoning to R-10 (One Family Residence Zone) be approved as requested. The subject property is in the City’s Annexation Plan of the 2019 Comprehensive Plan as Category 1: High Priority Annexation Areas with a Land Use Classification as Residential Medium Density. This is a High Priority Annexation Area since it is an enclave and will help fill in one of the holes in the City of Dover Boundary. The R-10 zoning is consistent with other development in the surrounding area of this parcel includes a 26

Item 3. AX-24-01 Lands of Byler Investments, Inc.at 139 Acorn Ln: Annexation DAC Report of September 4, 2024 Page 7 number of residential zones ranging from R-20 to R-8 and RM-1 zones. The R-10 zoning accommodates the current use of the property as a single-family dwelling. The property is also already served by the City Electric. This Annexation/Rezoning Request does not grant approval of a specific use for the property but makes its land use subject to a listing of uses permitted and potential conditional uses as allowed in the R-10 zoning district. Staff notes that any potential redevelopment for the site or changes of use for the existing building would have to be in line with the zoning classification and would similarly have to follow all development design guidelines of the Zoning Ordinance. Were the Application for Annexation/Rezoning to be recommended by the Planning Commission and subsequently approved by the City Council, the applicant would still have to submit Site Development Plans and/or Permits for review for any new use of the site or the building. At the present time, the property is expected to remain as a single family detached residence with the only improvements related to making connections to City water and/or sewer services. The parcel meets the lot depth and lot area for a parcel zoned R-10 and the current dwelling appears to comply with the bulk standards for setbacks (except side yard on south) and lot coverage. For the accessory structure, the garage placement does not meet the required five-foot setback from the side and rear property line. Any non-conformity of the existing buildings’ uses and placement regarding the bulk standards of the R-10 would be subject to the provisions of the Zoning Ordinance, Article 7 – Nonconforming Buildings and Uses. This recommendation is being made without the benefit of hearing the comments of surrounding landowners and residents. A Public Hearing is required on this matter and the Planning Commission should give those comments consideration. V. PLANNING COMMISSION REVIEW FOR RECOMMENDATION As part of the Annexation Request, the City of Dover zoning district is to be determined; therefore, it is a request for a type of zoning map amendment which changes the zoning district of a property. The Planning Commission as part of their public hearing and review process will provide a recommendation on the zoning to City Council. As part of the process outlined in Zoning Ordinance, Article 10 Section 5, the Planning Commission must evaluate the following factors when considering the request: Article 10 § 5.36 Report of the planning commission. Regarding each application for a zoning map amendment, the planning commission shall provide a report to the city council stating a recommended action with regards to the proposed amendment, along with the commission's evaluation of the following factors: (A) Whether the uses permitted by the proposed change would be compatible with the existing uses and zones in the area concerned; (B) Whether adequate public services and infrastructure exist or can be created or expanded to serve the needs of any additional demand as a result of such change; and (C) Whether the proposed change is in accordance with the city's current comprehensive plan. 27

Item 3. AX-24-01 Lands of Byler Investments, Inc.at 139 Acorn Ln: Annexation DAC Report of September 4, 2024 Page 8 A Recommendation Report from the Planning Commission will be forwarded to City Council for their consideration of the Annexation/Rezoning Application. ADVISORY COMMENTS TO THE APPLICANT 1) From the agency comments received, it appears that ability to provide City water and sewer is feasible due to the proximity to existing infrastructure along Acorn Lane. It would be the property owner’s responsibility to cover all costs associated with extending and connecting services to the existing dwelling. 2) Regarding connection to City services (water and/or sanitary sewer) the applicant has been in contact with the City’s Department of Water & Wastewater for procedures, permitting and impact fees. 3) Upon annexation into the City of Dover, the property will be subject to the provisions of the Dover Code of Ordinances. This includes procedures such as review processes for plans and permits for construction activities, licensing, Rental Dwelling Permit, etc. 4) The applicant shall be aware that approval of any Annexation & Rezoning application does not represent a Building Permit or other construction activity permit approval. A separate application submission showing all improvements is required before issuance of permits by 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 Office as soon as possible. 28

Item 3. CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: AUGUST 28, 2024 APPLICATION: Lands of Byler Investments, LLC at 139 Acorn Lane FILE #: AX-24-01 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 EMAIL: 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 / STREETS / STORMWATER / WATER / WASTEWATER / GENERAL 1. Our office has no objections to the proposed annexation of tax parcel ED-00-068.19-01-23.00-000. Any redevelopment shall adhere to the City of Dover Water/Wastewater Handbook and the Specifications, Standards & Procedures for Public Works Construction. Impact fees will be applied to this property. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES SANITATION / STREETS / STORMWATER / WATER / WASTEWATER / GENERAL 1. None ADVISORY COMMENTS TO THE APPLICANT SANITATION / STREETS / STORMWATER / GENERAL 1. None WATER / WASTEWATER 1. As per the Petition to Annex and Rezone Property, as heard by the Council Committee of the Whole, please find the following: a. 139 Acorn Lane is not served by City of Dover Water. 139 Acorn Lane is not served by Sanitary Sewer. The property owner has contacted the Department about the possible connection to these services. Water and Sanitary Sewer are available to this property. The property owner is responsible for any and all costs associated with changes to service needs for property including extending and providing service upgrades to the existing dwelling on the property. This may include tapping the sanitary sewer and water mains, connection to the building for both utilities, purchasing appropriately sized water meter and pit, paying impact fees, and obtaining permits. 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 . 29

C F AX-24-01 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: August 28,2024 D S O H V A E L R APPLICATION: Lands of Byler Investments LLC at 139 Acorn Ln FILE #: AX-24-01 REVIEWING AGENCY: City of Dover, Office of the Fire Marshal CONTACT PERSON: Jason Osika, Fire Marshal PHONE #: (302) 736-4457 josika@dover.de.us 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 annexation request and rezoning request. 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. 30

Item 3. 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) ADDITIONAL / SPECIFIC REQUIREMENTS TO OBTAIN APPROVAL: 1. N/A 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. 31

Item 3. CITY OF DOVER D E DEVELOPMENT ADVISORY COMMITTEE L APPLICATION REVIEW COMMENTARY D O T =============================================================== APPLICATION: Lands of Byler Investments, LLC FILE#: AX-24-01 REVIEWING AGENCY: DelDOT CONTACT PERSON: Brian Williams PHONE#: 302-760-2141 =============================================================== 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. DelDOT has no objection to the rezoning. 32

Item 3. KENT CONSERVATION DISTRICT 1679 SOUTH DUPONT HIGHWAY • DOVER, DELAWARE 19901• (302) 608-5370 • WWW.KENTCD.ORG CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY AUGUST 2024 APPLICATION: Lands of Byler Investments, LLC at 139 Acorn Lane FILE #: AX-24-01 REVIEWING AGENCY: Kent Conservation District CONTACT: Cullen Baker 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: Kent Conservation District has no objection to the annexation for the above referenced parcel. ADVISORY COMMENTS TO THE APPLICANT: In the future, if there is any proposed disturbance that 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.). 33

Item 3. CITY OF DOVER Dover/Kent DEVELOPMENT ADVISORY COMMITTEE County Metropolitan APPLICATION REVIEW COMMENTARY Planning D.A.C. MEETING DATE: 9/4/2024 Organization AX-24-01 Lands of Byler Investments, LLC at 139 Acorn Lane FILE # AX-24-01 REVIEWING AGENCY: Dover/Kent County MPO CONTACT PERSON: Malcolm Jacob PHONE #: (302) 387-6030 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 Annexation and Rezoning Review AX-24-01 Lands of Byler Investments, LLC at 139 Acorn Lane The MPO has no objections to the Annexation Request and Rezoning Request. 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. 34

Item 3. From: Hughart, Jared To: Melson-Williams, Dawn Subject: EXTERNAL: 8.28.2024 DAC Staff Notes Chesapeake Utilities Date: Wednesday, August 28, 2024 10:22:22 AM 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. Dawn please see meeting notes below. AX-24-01 Lands of Byler Investments No Comments C-24-02 Luther Village- Currently provide natural gas to the three existing buildings. Please contact Jared, at Jhughart@chpk.com, to begin due diligence for designed and economic modeling. C-24-03 Church of the Nazarene Owner will need to contact Chesapeake utilities once plans are approved, prior to construction, in the event a relocation of the existing natural gas service is needed. S-24-13 Natural Gas infrastructure is on Lafferty Lane, please contact Jared at Jhughart@chpk.com, to begin design and economic modeling due diligence. S-24-14 Legislative Hall Parking Garage Please contact Jared at Jhughart@chpk.com for any new natural gas inquiries to begin design and economic modeling due diligence. Thank you, Jared Hughart Chesapeake Utilities 500 Energy Lane Dover, DE 19901 Cell: 302-943-3468 www.chpk.com NEW METER requests must go through: Install@chpk.com Chesapeake Utilities Corporation (“Chesapeake Utilities”) is an energy delivery company publicly traded on the New York Stock Exchange under the ticker symbol “CPK” (NYSE: CPK). Chesapeake Utilities is not, nor has it ever been, affiliated with Chesapeake Energy Corporation. This email, together with any attachments, is intended only for the use of the party to which it is addressed and may contain information that is proprietary, privileged, confidential, and/or otherwise protected by law. If you are not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this email or its contents is strictly prohibited. If you have received this message in error, please notify the sender immediately by replying to the message, and permanently delete this email from your computer and destroy all copies of it. 35

City of Dover Application No.: AX-24-01 Item 3. Department of Planning & Inspections ry Blvd iona olut Rev RM-1 ve R-8 oc kA anc SH R-8 R-8 R-20 Ave pk ins Ho ROS n Ln Nixo R-8 C er ir m Cly R-20 rn Aco ROS R-20 R-8 Ln R-8 Site R-8 Mah o R-8 RM-1 gany c ia P Aca Pl Shadybrook Dr l S RG-2 Gi rl e Lind t Ln R-8 R-8 c ou n Ct R-8 R-8 Teak Ct R-8 R-7 ROS W ill is Rd E Division St N Little Creek Rd Marta Dr R-8 R- R-8 8 ROS Tile: Lands of Byler Investments, LLC Ordinance #: 2024-01 Addresses: 139 Acorn Lane Legend Parcel ID: ED-00-068.19-01-23.00-000 Subject Property Existing Zoning: RS-1 (Residential Single Family Zone) Proposed Zoning: R-10 (One Family Residence Zone) Dover Boundary Owner: Byler Investments, LLC Zoning Date: 07/31/2024 Dover Parcels 0 150 300 600 Feet « Kent County Parcels 36

Item 3. 37

Item 4. City of Dover DATA SHEET FOR CONDITIONAL USE SITE PLAN REVIEW DEVELOPMENT ADVISORY COMMITTEE MEETING OF September 4, 2024 PLANNING COMMISSION MEETING OF September 16, 2024 Plan Title: Luther Village Phase IV Luther Village Planned Neighborhood Design – Senior Citizen Housing Option C-24-02 Plan Type: Conditional Use Site Plan Master Plan and Site Plan Phase IV Minor Subdivision Plan for Phase IV Associated Plans: C-02-02 Conditional Use Master Plan for PND-SCHO S-03-07 Luther Village PND-SCHO: Phase 1 S-07-10 Luther Village PND-SCHO: Phase 2 C-13-03 Luther Village PND-SCHO: Master Plan and Phase 3 C-19-05 Luther Village Parking Lot Expansion Owner: Martin Luther Foundation of Dover, Inc. Site Area: Luther Village Total Area – 33.63 +/- acres Phase 4 – 2.79 acres (proposed parcel) Present Use: Planned Neighborhood Design Senior Citizen Housing Option Residential (Phases 1, 2, and 3 - Apartment Buildings and Resident Activity Room Building) Agricultural Land Proposed Use: Same with Phase IV – Apartment Building and Amenity Building Connection Overall Project: Planned Neighborhood Design Senior Citizen Housing Option Apartment Buildings with Town Center building Nine Phases: 8 Apartment Buildings (up to 524 units) Resident Activity Room Building (3,566 S.F.) in Phase 3 Town Center Building (16,000 +/- S.F.) Number of Dwelling Units: Phase 1 (complete) - 68 dwelling units (1 apartment building) Phase 2 (complete) - 32 dwelling units (1 apartment building) Phase 3 (complete) - 48 dwelling units (1 apartment building) Total Built - 148 dwelling units Phase IV proposed at 72 dwelling units (1 apartment building) Total of all phases – 477 dwelling units shown (524 authorized) P. O. Box 475 Dover, DE 19903 38 Community Excellence Through Quality Service

Item 4. Off Street Parking: Phase 1 – 68 parking spaces including 3 handicapped, 1 loading space Phase 2 – 36 parking spaces including 3 handicapped, 1 loading space Phase 3 – 68* parking spaces including 3 handicapped, 1 loading space (*3 spaces removed for pedestrian access route – new total to be 65 spaces) Parking Lot Expansion – 34 parking spaces including 2 handicapped Phase IV – 82 parking spaces including 4 handicapped, 1 loading space Future Phases - 290 parking spaces including 13 handicapped, 4 loading spaces Sewer & Water City of Dover Zoning Classification: RG-2 (General Residence Zone) PND-SCHO (Planned Neighborhood Design: Senior Citizen Housing Option) PND Considerations: Alternative Design Standards Approved Previously for PND: Building Setback from Property Line (Side and Rear) Building Spacing Building Height Number of Stories Average Number of Dwelling Units Per Building Off-Street Parking Reduction Waivers Requested: Partial Elimination of Upright Curbing Reduction of Bicycle Parking Elimination of Rear Emergency Access Subdivision Waivers Requested: Wavier of Requirement for Two Connections to a Public Street Waiver of Requirements for Lot Frontage on a Public Street 39

Item 4. City of Dover Planning Office CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY D.A.C. MEETING DATE: September 4, 2024 APPLICATION: Luther Village Phase IV - Luther Village Planned Neighborhood Design: Senior Citizen Housing Option FILE #: C-24-02 REVIEWING AGENCY: City of Dover Planning CONTACT PERSON: Dawn E. Melson-Williams, AICP PHONE #: (302) 736-7196 I. PLAN SUMMARY: Application C-24-02 is for Review of a Conditional Use Site Plan/Master Plan for the development of Luther Village Planned Neighborhood Design – Senior Citizen Housing Option consisting of up to 524 age-restricted apartment units in a total of nine phases. The Master Plan was previously established by Applications C-02-02 and C-13-03 and Luther Village Phases I, II, and III have been constructed. The plan for Phase IV consists of the construction of a three-story apartment building with 72 units (age-restricted) and associated site improvements. The plan also includes a Minor Subdivision to create a 2.79 acre+/- parcel for Phase IV from the overall 33.63 acre +/- tract. The property is zoned RG-2 (General Residence Zone). The property is located east side of John Hunn Brown Road and on the west side of Babb Drive. The owner of record is Martin Luther Foundation of Dover, Inc. Property Address: 101 Babb Drive. Tax Parcels: ED-05-077.06-02-90.00-000, ED- 05-077.06-02-90.01-000, ED-05-077.06-02-90.02-000, and ED-05-077.06-02-90.03-000. Council District 2. Consideration of Alternative Design Standards for PND: Building Setback from Property Lines, Building Spacing, Building Height, Number of Stories, Average Number of Dwelling Units Per Building, Off-Street Parking Reduction. Waivers to be Requested: Partial Elimination of Upright Curbing, Reduction in Bicycle Parking Requirement, and Elimination of Rear Emergency Access Requirement. Subdivision Waiver Requests: Waiver of Requirement for Two Connections to a Public Street and Waiver of Requirement for Lot Frontage on a Public Street. The phase of the project was recently the subject of MI-24-06 Luther Village IV: PND-SCHO Concept Plan considered at City Council in June 2024 for Referral to the Planning Commission. Previous Applications: The subject site for Luther Village is located east of John Hunn Brown Road and west of the continuation of Babb Drive in Dover, Delaware. This area is northeast of and adjoining the Dover Crossing Shopping Center (Target and Safeway). The subject site was originally part of a 122.3+/- acre property previously proposed as the Amberfield Subdivision. A Minor Lot Line Adjustment Plan recorded on May 30, 2002 created a thirty-four (34) acre parcel for the Luther Village PND: Senior Citizen Housing Option project. The remaining area was later approved for 40

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 2 a separate residential development with the application for Clearview Meadow: Planned Neighborhood Design (C-04-01 and SB-04-04). The Master Plan (C-02-02) approved by the Planning Commission in June 2002 and the updated Plan (C-13-03) approved in May 2013 established the Luther Village Planned Neighborhood Design-Senior Citizen Housing Option Plan to encompasses a total of nine (9) development phases with eight (8) apartment buildings and a town center building for the senior citizen community. The Planning Commission subsequently has reviewed each phase of construction and three phases are completed to date. Luther Village Phase 1 (Application S-03-07) involved the southwest portion of the Luther Village site for a 68-unit three story apartment building, an active recreation walking trail area and with the stormwater management located in the northwest corner of the site. Luther Village Phase 2 (Application S-7-10) consists of a 32-unit two story apartment building. Luther Village Phase 3 (Application C-13-03) consists of a 48-unit four story apartment building and a one story 3,566 SF resident activity room building. The buildings are interconnected. Application C-19-05 involved construction of an additional parking lot on the Luther Village Phase 3 parcel. The parking lot identified for guest parking takes access from the on-site loop road. It is to consist of thirty-four (34) parking spaces including two handicapped spaces. The project includes an identified pedestrian connection to the Phase 3 apartment building and the Resident Activity Room Building. II. PROJECT DESCRIPTION Application (MI-24-06) at City Council on June 10, 2024: Due to lack of recent construction activity, the Plan approval for the overall Master Plan for the Luther Village Planned Neighborhood Design-Senior Citizen Housing Option has lapsed. The MI- 24-06 submission restarted the process for approval of the project Master Plan with a Sketch Plan Narrative Letter dated May 21, 2024 and a Concept/Sketch Plan set showing the overall Luther Village PND-SCHO (as existing and proposed). MI-24-06 depicted the layout for continuation of the internal loop drive, the existing and proposed apartment buildings, a town center building, parking, stormwater management, walking trails systems, etc. MI-24-06 was reviewed by City Council on June 10, 204 with action taken to refer it on for Planning Commission review. Conditional Use Site Plan/Master Plan C-24-02: The Luther Village Planned Neighborhood Design-Senior Citizen Housing Option Project. continues to encompass a total of nine (9) development phases with eight (8) apartment buildings and a town center building for the senior citizen community. The project was previously approved for 524 apartment units; this Plan shows 477 apartment units. Each phase typically consists of an apartment building, associated parking lots, stormwater management elements, active recreation areas such as walking trails, and open space landscaping. The Master Phasing Plan on Sheet CR-01 (dated 8/1/2024) also depicts the layout for continuation of the internal loop drive, apartment buildings, town center building, parking, stormwater management, etc. for the entire site. This application also provides the details for Phase IV (4). For Luther Village Phase IV, a 72 unit (age restricted) three story apartment building with a three-story resident amenity room building 41

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 3 is proposed which connects Phase IV to the Phase 3 Building. III. ZONING REVIEW The PND: Senior Citizen Housing Option is permitted all zoning classifications (with the exception of the M, IPM and C-4 zoning classifications) as a conditional use. Article 3 §24.1b notes that “preference shall be given to those projects which are within close proximity to public transit services, and which are situated within one-quarter (1/4) mile of a grocery store, pharmacy, restaurant, physician offices, senior center or similar convenience service establishment.” The PND: Senior Citizen Housing Option is intended to “…encourage the development of high-quality housing opportunities design to accommodate the particular needs of senior citizens” by allowing the Planned Neighborhood Design Option through the Conditional Use process. The PND must present a community design that is in accordance with the goals and policies of the Comprehensive Plan. Review Process for Planned Neighborhood Design: Senior Citizen Housing Option: The applicant is seeking an approval under the Planned Neighborhood Design Ordinance for the Senior Citizen Housing Option (see Zoning Ordinance, Article 3, Section 24.1 (b)). The Ordinance sets forth a two or three-step review and approval process. In the first step, the developer meets with the City Council and presents a general sketch plan to determine whether or not the proposed project is of such a design and type that warrants further review by the Planning Commission. On June 10, 2024, the City Council reviewed project and determined that further review is warranted. The second step is a more detailed Conditional Use Site Plan review and public hearing process before the Planning Commission. (Note: A third review step with the Planning Commission may be required depending on the type, physical size, and complexity of the project application. This is not required for this project.) The submittals of site development plans to the Planning Commission for each phase of the project are reviewed for consistency with the approved Master Plan (Conceptual Plan). The current application to the Planning Commission represents the second step in the review process for the Luther Village PND-SCHO to re-establish the Conditional Use/Master Plan and for the review of the specific Site Plan Review for Phase IV. The Master Plan was previously approved with Applications C-02-02 and C-13-03. It is important to keep in mind that a PND proposal does not involve a rezoning of the land. The Planned Neighborhood Design – Senior Citizen Housing Option is plan specific. The land would remain zoned RG-2 (General Residence Zone). The PND option allows for a greater variety of housing types and allows for commercial uses while requiring open space. Also, by the Zoning Ordinance provisions, in the PND: SCHO the units shall be deed restricted to require that the head of household for each housing unit be at least 55 years of age or older. Comprehensive Plan Recommendations The City of Dover 2019 Comprehensive Plan as amended recommends that this property be utilized for Residential High Density development. As described in the Comprehensive Plan, High 42

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 4 Density involves a development pattern of eight or more dwelling units (pages 12-6 and 12-7). The Luther Village project is noted as an example of development for Residential High Density. The proposed Luther Village project involves a site density of over 14 dwelling units per acre. The Comprehensive Plan also establishes stated goals for various types of land uses within the City limits. The stated goal for Residential Land Uses is “to develop and maintain an adequate supply of housing of varying type, size, and densities that are aesthetically pleasing and located within neighborhoods designed or redesigned to promote convenience, conservation, and access to the greater community, but which are properly buffered through distance and landscaping from incompatible land uses” (see page 12-3). A Policy is to “encourage high density residential development in infill areas that are near essential services, public transit, and employment opportunities.” One of the goals outlined in Chapter 11 – Housing & Community Development is to “Encourage Balanced Housing Opportunities for all Residents of the City” which also includes references to affordable housing. The Comprehensive Plan also acknowledges the fact that the residents aged 65+ is a rapidly growing segment of the population that will require more specialized services (page 3-5). This trend was also identified in previous Comprehensive Plans and in response, a previous Comprehensive Plan implementation strategy recommended the development of a Zoning Code amendment permitting Senior Citizen housing developments near the community services and transit routes that senior citizens depend upon. As a result, the Planned Neighborhood Design: Senior Citizen Housing Option Ordinance was developed and adopted by City Council on July 14, 1997. Multiple projects have utilized these provisions including the Luther Village project’s Phases 1, 2, and 3. This project for Luther Village IV is being developed following the Senior Citizen Housing Option of the Planned Neighborhood Design. IV. MASTER PLAN REVIEW DETAILS Master Plan of Luther Village PND: SCHO Site This project proposes to develop 33.63 acres +/- with a series of eight (8) apartment buildings and a two-story town center building for the senior citizen community. This continuation of the Luther Village PND-SCHO project proposes the construction of apartment buildings as the housing unit style. Overall, this complex would provide up to 524 dwelling units. The phasing plan provides the following details for the complex: Phase 1 2 3 IV 5 6 7 8 9 TOTAL Other Total Complete Complete Complete (4) SHOWN Proposed Number of 68 32 48 72 Town 68 63 63 63 477 47 524 units center Pending (Apartment units) Parking 68 (3) 36 (3) 68 (3) 82 (3) 33 (2) 68 63 63 63 578 Pending 578 Spaces + 34 (3) (3) (3) (3) (26) (Handicapped parking Spaces) expansion Loading 1 1 1 1 0 1 1 1 1 8 ----- 8 Space 43

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 5 Site Layout: The apartment buildings are arranged in two main areas: four scattered interconnected buildings (Phases 1-4) and a quad of buildings and the two-story town center building facing a central open courtyard space (Phases 5-9). A series of sidewalks and walking paths link the buildings of the site. Several of the future buildings are connected by elevated, enclosed walkways. Currently, the Phase 1, 2, and 3 Buildings are connected with a first floor passageway. The Phase 3 Apartment Building has a one-story resident Activity Building connecting to the Phase 2 Building. The Phase 4 Building will connect to the Phase 3 Building with a three-story Resident Amenity Building. A perimeter loop road provides circulation around the complex. A secondary connector road divides the two main areas of buildings providing direct access to the Town Center building (Phase 5). Each building phase includes a parking lot area and open space areas for landscaping. One stormwater management area has been constructed at the northwest corner of the property. A second management area is to be located in the eastern quad of buildings. Project Density: With the Senior Housing Option, the “project density shall be generally compatible with the development pattern and existing or potential zone densities of the surrounding area.” The Master Plan for this project shows a site density of 14.2 dwelling units/acre (477 dwelling units on 33.63 acres). Previously, it was approved for up to 524 dwelling units for a site density of 15.6 dwelling units/acre. Article 3 §24.47 states that “the applicant shall demonstrate to the satisfaction of the planning commission that the project density proposed is compatible with the development pattern and density potential of the surrounding area.” The project adjoins commercial development to the west which includes a grocery store, general merchandise store, and several restaurants. Surrounding residential areas include single family dwellings in the Edgehill neighborhood (2.5 dwelling units/acre) and County Village Apartments (15.3 dwelling units/acre). The adjacent Clearview Meadow subdivision which includes single family, duplex, and townhouse units proposed a project density of 3.43 dwelling units/acre. The existing Luther Towers complex on Kings Highway has a site density of 34.2 dwelling units/acre. Request for PND: Alternative Design Standards This Plan seeks to continue with adjustments to the required design standards of a Planned Neighborhood Design: Senior Citizen Housing Option. Article 3 §24.5 of the Zoning Ordinance permits the Planning Commission to grant such adjustments and reads as follows: Article 3 §24.5. The design standards and dimensional requirements (bulk and parking regulations) shall be in accordance with article 4, sections 4.10 and 4.11, except that the planning commission may relax any of these requirements where the developer can demonstrate that such action is desirable and consistent with the objectives of this ordinance and the comprehensive plan. The following table presents the Design Standards of the Zoning Ordinance for a Planned Neighborhood Design in comparison to the plan’s design for Alternative Design Standards for Luther Village. Luther Village is being developed with the conventional housing type of garden apartments thus Article 3 §24.52i refers to the bulk standards given in Article 4 § 4.11. (Note: Previously, it appears the project was considered as an assisted living facility under the 44

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 6 provisions of Article 3 §24.52ii. which includes different bulk standards.) The Design Standards where adjustments are requested are highlighted. Housing Type Garden Style Apartments Required Requested 1,800 S.F. per Average Lot Area 1,800 S.F. per dwelling unit dwelling unit 1,800 S.F. per dwelling unit 1,800 S.F. per dwelling unit Minimum Lot Area 1 acre per 1 acre per building building Lot Width 100’ per building 100’ per building Lot Depth 125’ per building 125’ per building 1 per dwelling unit with extra parking available. See Off-Street Parking 2 discussion of parking waiver request. 50 feet Building Setback from 50 feet Not applicable (Applicant seeking wavier to allow Street lot without street frontage.) <50 feet Building Setback from Phase IV Apartment Building setbacks vary. They Property Line are 32 feet at a side yard and with Front Yard Setback 50 feet 0 feet at the Amenity Building interconnection Side Yard Setback point. Rear Yard Setback Building Spacing 50 feet <50 feet (estimated at 45 feet) Building Height 35 feet Height noted at 43 feet Number of Stories 2 stories 3 stories Lot Coverage 60% 60% Average = 54.5 Average Number of 24 Proposed Complex consists buildings of 32, 48, 63, Dwelling Units Per Building 68, and 72 units V. CONDITIONAL USE REVIEW With Conditional Use Applications, the Planning Commission reviews the proposed project to determine whether or not the intended use is appropriate in type and scale for the immediate neighborhood. The Commission must also consider whether or not the proposed use will have an adverse impact on the future orderly development of the surrounding area. The following sections of the Zoning Ordinance which relate to the role of the Commission in reviewing Conditional Use applications are particularly relevant when reviewing this application: ARTICLE 10. PLANNING COMMISSION Section 1. - Approval of conditional uses. On application and after public notice and hearing, the commission may authorize the issuance by the city planner of permits for any of the conditional uses for which this ordinance requires, in the district in which such use is proposed to be located. In approving any such use, the planning commission shall take into consideration the public health, safety and welfare, the comfort and convenience of the public in general and of the residents of the immediate neighborhood in particular, and may prescribe appropriate conditions and safeguards as may be required in order that the results of 45

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 7 its action may, to the maximum extent possible, further the expressed intent of this ordinance and the accomplishment of the following objectives in particular: 1.1 Accessibility for emergency response. That all proposed structures, equipment or material shall be readily accessible for fire, ambulance, police, and other emergency response; 1.2 Harmony of location, size and character. That the proposed use shall be of such location, size and character that, in general, it will be in harmony with the appropriate and orderly development of the zone in which it is proposed to be situated and will not be detrimental to the orderly development of adjacent properties in accordance with the zoning classification of such properties; 1.3 Residential zones. That, in addition to the above, in the case of any use located in, or adjacent to, a residential zone: 1.31 The location and size of such use, the nature and intensity of operations involved in or conducted in connection therewith, its site layout and its relation to access streets shall be such that both pedestrian and vehicular traffic to and from the use and the assembly of persons in connection therewith will not be hazardous or inconvenient to, or incongruous with, the said residential district or conflict with the normal traffic of the neighborhood; and 1.32 The location and height of buildings, the location, nature and height of walls and fences, the nature and extent of landscaping, and other improvements on the site shall be such that the use will not hinder or discourage the appropriate development and us e of adjacent land and buildings. If the Planning Commission approves a Conditional Use, the use is granted as a Conditional Use Permit. Such permits may be permanent, subject to limitations outlined in Zoning Ordinance, Article 10 §1.41, or be required by the Commission to undergo periodic renewal, using the procedure described in Article 10 §1.42. Any Conditional Use Permit, permanent or not, may be revoked using the procedure described in Article 10 §1.43 if the conditions prescribed by the Commission in conjunction with the issuance of the Conditional Use Permit have not been, or are no longer being complied with. Approved as Planned Neighborhood Design: Senior Citizen Housing Option project: The Luther Village project was previously approved in 2002 and 2013 under the Planned Neighborhood Design Ordinance for the Senior Citizen Housing Option and a Master Plan for development established (see Zoning Ordinance, Article 3, Section 24.1 (b)); this was Application C-02-02 and C-13-03. A PND proposal does not involve a rezoning of the land; remains zoned RG-2 (General Residence Zone). Also, by the Zoning Ordinance provisions, in the PND: SCHO the units shall be deed restricted to require that the head of household for each housing unit be at least 55 years of age or older. As part of the PND: SCHO approval process a series of Alternative Design Standards were established related to the bulk standards addressing setbacks, spacing, off-street parking, building height, dwelling units per building, etc. VI. BUILDING ARCHITECTURE The plan submittal shows the architecture of the Phase IV Apartment Building. (See color renderings of elevations.) For Phase IV, the Apartment Building is a three-story apartment building consisting of 72 units. The existing buildings on the site are a three-story building 46

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 8 (Phase 1), a two-story building (Phase 2), and a four-story building (Phase 3). The overall massing of the brick building is L-shaped with a shingle hipped roof. The building elevations include projecting elements such as entrance canopies and dormers. The sets of windows are a combination of fixed and operational windows with the wall box unit for heating/air conditioning is found just below each window group. The main entrance to the building with gable roofed canopy is found adjacent to the parking area on the east elevation. The south elevation includes a glassed projection. The choice of exterior finish materials for the Phase IV building will follow those utilized in the construction of the other apartment buildings. The Amenity Building is proposed as a three-story building in a lighter color finish and a gable roof consisting of an open first floor and enclosed second and third floors to make the connection between the Phase IV to Phase 3 apartment buildings. The buildings adjacent to the project site include single family residential dwellings typically one to two stories in height and large-scale commercial buildings. Emergency Rear Access Requirement for Phase IV Apartment Building Waiver Request The Zoning Ordinance requires a 16-foot alley or an 18-foot secondary fire lane to provide emergency access to the rear of the three-story apartment building in Phase IV (Article 5 Section 17.5(a)). The applicant may request a waiver for elimination of this requirement. The building has fire protection requirements under the Fire Codes including the following: requiring that the building be sprinklered, a requirement for primary fire lane for the primary entrance and exit side of the building, and for fire lane coverage of a percentage of the building. A written waiver request was submitted for consideration by the Planning Commission; see Letter from the applicant. The Planning Commission will make a recommendation to the Safety Advisory and Transportation Committee and City Council who has the final authority to grant the request for elimination of the rear emergency access for apartments. The rear emergency access provisions can also be met through a subgrade drivable surface with certain construction techniques and demarcation by evergreen plantings as described in the Zoning Ordinance. VII. PARKING SUMMARY For Consideration PND Alternative Design Standards: Parking Reduction For the housing types of apartments, the requirement is based on a rate of two parking spaces per dwelling unit with 1 parking space per 200 SF of office space and 0.25 parking spaces per dwelling unit to serve as visitor spaces. For certain types of senior citizen housing facilities, the Zoning Ordinance, Article 3 §24.52ii notes that parking shall be provided for residents, visitors, and employees of the facility and that the applicant must demonstrate that the parking provided is sufficient. Continuing to seek a parking reduction, the Luther Village PND Master Plan proposes a total 578 parking spaces for the entire complex at build-out. Parking is provided in each Phase with at least one parking space per apartment dwelling unit. See summary table earlier in this Report. With the previous Plan approvals, an Alternative Design Standard for parking was approval for a a rate of one parking space per dwelling unit plus one space per 200 SF of floor area as offices and one space per 300 SF of meeting room area. A Request detailing the current request for a Parking Reduction was submitted seeking a ratio of approximately 1.15 spaces per dwelling unit. 47

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 9 Parking Lot Expansion Project C-19-05 The Parking Lot Expansion project in 2019 added a total of 34 parking spaces with several existing parking spaces in the Phase 3 apartment building parking lot were displaced by the striping for a dedicated pedestrian path leading to the building. Bicycle Parking Waiver Requested: Reduction of Bicycle Parking The project is required to provide bicycle parking. The bicycle parking calculation is one for every twenty parking spaces. Based on the total of 578 parking spaces on this parcel, a total of twenty-nine (29) bicycle parking spaces are required. The Phase IV project area would require five (5) bicycle parking spaces based on its number of parking spaces in the new parking lot. As per Zoning Ordinance, Article 6 §3.10 the Planning Commission may consider a waiver request to reduce the bicycle parking requirement. Previously, the project received approval of a waiver to reduce the bicycle parking requirement. The written Waiver Request for a reduction in bicycle parking was submitted for consideration by the Planning Commission; see Letter. The Request notes that bicycle parking exists for the Phase 3 Building and will be provided with the Phase IV Building; however, overall it does not meet the bicycle parking rate based on total vehicle parking spaces in the complex as Buildings 1 and 2 do not have bicycle parking spaces. VIII. SITE CONSIDERATIONS Access/Streets Access to the Luther Village site is provided via Babb Drive from John Hunn Brown Road or from the street network of the adjacent Clearview Meadow subdivision that also leads to Babb Drive. The main entrance (with divided median style entry) to the complex is off Babb Drive with internal site circulation provided by a loop road. Request for Waiver of Requirement for Two Connections to a Public Street With the creation of one hundred fifty (150) dwelling units, a second connection to existing streets must be shown (Land Subdivision Regulations, Article VI §A.8). With Phases 1-3 as constructed consist of 148 dwelling units and this proposal for Phase IV for 72 new apartment units would place the total unit count at 220 units. Phase 5A shows this second connection where in the future at the end of Babb Drive at the intersection with Nob Hill Road, a second access drive into the Luther Village complex will be constructed. The Plan includes a note listing the request for Waiver of the Requirement for Two Connections to a Public Street (Sheet CR-01: General Data, Note #21) and the Request was also made by Letter. Sidewalks The locations of sidewalks within the complex are shown. This project will add two sidewalk segments along the loop road to Phase IV to the sidewalk system along the loop road. There is also a sidewalk connection leading to the Amenity Building. Waiver Request: Partial Elimination of Upright Curbing Article 6 §3.6(b) requires upright curbing for all parking areas. It appears that the continuation of the loop road expansion does not incorporate curbing. A written waiver request for the elimination of curbing in these areas was submitted for consideration by the City Planner citing the reasons for the management of water runoff. The Phase IV Building parking lot area does include curbing. 48

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 10 Dumpster A Dumpster pad site area appears to be located at the north end of the building. The Dumpster Rete for an Apartment complex or Apartment Building with over 10 units is that two Dumpsters are required for the first 48 apartments and one required for each additional 24 apartments or fraction thereof. Based on the unit count of apartments in Phase IV, three Dumpster units are required. With the configuration shown on the plan, the applicant is utilizing service by a private hauler for trash removal services. IX. TREE PLANTING AND LANDSCAPE PLAN The Plan shows limited information on the concept for tree planting and landscaping. Canopy trees line the complex loop road. There are existing trees at the property boundary lines and other onsite plantings include a mix of canopy trees and evergreen trees with ornamental trees. In the earlier project phases, trees are planned for the islands within each parking area and along the front facades of the buildings. Additional planting is composed around specific elements such as the resident gardens, crochet court, and pavilions. Other than the removal of select trees, the tree planting proposal for Phase IV is not shown. Tree plantings are required at rate of one tree per 3,000 SF of development area. The specific tree counts to meet the tree density requirements will be reviewed for each phase. Also, evergreen plantings are required to outline the subgrade emergency access (fire lanes) locations in accordance with Article 5 §17.4d. X. OPEN SPACE and RECREATION PLAN The total Common Open Space for the overall Luther Village PND: SCHO project is required at a rate of 275 square feet per dwelling unit or 0.5 acre of land, whichever is greater. Based on 477 dwelling units shown, at total of 131,175 S.F. of common open space is required for the entire Luther Village PND: SCHO complex. (Note: For a total 524 dwelling units, 144,100 S.F. of common open space is required.) A variety of active recreational options are existing or are proposed for the complex such as a croquet court, walking path, resident gardens, and pavilions. The Town Center building found in the center of the complex may also provide space for activities. These recreational components of the Master Plan were previously reviewed and a recommendation provided by the Parks, Recreation & Community Enhancement Committee to the Planning Commission. Since no changes were proposed with this resubmission of the Master Plan, it was determined that review would not be necessary. If future phases of the Master Plan for the project are redesigned then review for recommendations will be necessary. Phase 1 construction included the recreational amenities of a walking path, the croquet court, and garden. Phase 2 construction included a garden area immediately adjacent to the building for use by the residents. The Phase 3 included an extension of the walking path network further north along the loop road near the stormwater management pond and a terrace (patio) area near landscaping adjacent to the building. There are also several gazebos in the complex. A specific tally of Recreation Area must be provided to ensure that an area of 79,750 SF is provided (to several Phases 1-IV). The Active Recreation Area for Phase IV will continue the walking path system, add a larger gazebo, and provide an Amenity Building. Specific review of the Active Recreation Area plans 49

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 11 for Phase IV by the Parks, Recreation & Community Enhancement Committee is not required at this time as its Active Recreation Area is already constructed, expands the existing path network, and includes the same amenities as previous phases. XI. MINOR SUBDIVISION PLAN FOR PHASE IV Request for Waivers: Street Frontage Requirement and Building Setbacks and Spacing This Plan will require review a Minor Subdivision Plan with this Site Plan. It proposes to subdivide a 2.79-acre parcel from the remaining portion of the 33.63 acres of the overall Luther Village parcel. Similar parcels were created for Phase 1-3. This subdivision includes the Phase IV apartment building and the immediately surrounding area. The proposed parcel must be reviewed for compliance with the bulk standards for items such as setbacks, lot size, etc. This plan seeks waivers of several bulk standards. As per Zoning Ordinance, Article 3 §24.5, the Planning Commission may relax the design standards and dimensional requirements for Planned Neighborhood Design Option project where the developer can demonstrate that the action is desirable and consistent with the objectives of the ordinance and the Comprehensive Plan. (See discussion presented earlier in this Report.) The proposed parcel for Phase IV in within the larger tract of land and therefore will not have frontage on a public street. The requirement that a parcel have frontage on a public street is found in the Land Subdivision Regulations, Article VI §E.5. The provisions for waivers are also found in the Land Subdivision Regulations in Article VIIA. A. Variance and Waiver. 1. Upon the findings of the commission that, due to special conditions peculiar to a subdivision or a site, certain requirements of these regulations are inappropriate, or that strict compliance with said requirements may cause extraordinary and unnecessary hardships, the commission may recommend to city council, and city council may vary or waive said requirements; provided that such variance or waiver shall not be detrimental to the public health, safety, or general welfare, or have the effect of nullifying the intent and purpose of the official map, the zoning ordinance, the development plan or these regulations. In varying or waiving certain requirements, the council may specify such conditions as will, in its judgment, secure substantially the objectives of the requirements so varied or waived. The Planning Commission should forward a formal recommendation to the associated City Council Committee and City Council with regard to the requested subdivision waiver regarding the street frontage. The City Council has the final approval regarding this subdivision waiver. Similar waiver requests were granted for the Luther Village PND: SCHO Phase 1, Phase 2, and Phase 3 to allow each building to exist on a smaller parcel area to meet grant funding requirements and/or ownership requirements. A written waiver request was submitted seeking a waiver of the requirement for the parcel (for Phase IV) to have frontage on a public street. XII. CITY AND STATE CODE REQUIREMENTS: UPDATE 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: 50

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 12 1) The Planning Commission must determine the appropriateness of the proposed density for the PND-SCHO project site as part of their review process. 2) The project must comply with the bulk standards for apartments in the PND unless seeking waivers for Alternative Design Standards for the PND: SCHO. A written request was received and Planning Commission must grant approval for the following: a. Building Setbacks from the Property Line; b. Building Spacing; c. Building Height; d. Number of stories; and e. Average Number of Dwelling Units Per Building. 3) The project must comply with the requirements for the emergency rear access provisions for the apartment units unless a waiver is granted. Significant redesign of the development project will be required if this waiver is not granted. A written waiver request was submitted seeking the elimination of the emergency rear access for consideration by the Planning Commission. The Planning Commission will make a recommendation on 4) The project must comply with the requirements for the parking requirements unless a waiver is granted. A written waiver request was submitted for the reduction in parking for consideration by the Planning Commission 5) Upright curbing shall be provided in accordance with the Zoning Ordinance unless a waiver is granted by the Planning Commission. A written waiver request was submitted for the elimination of a portion of the curbing for consideration by the City Planner. 6) The bicycle parking space requirement must be met for the site. A written waiver request was submitted for consideration by the Planning Commission. 7) The outcome of the waiver requests must be noted on the Final Site Plan and the Minor Subdivision Plan. If the waiver requests associated with the Minor Subdivision are approved, a plan for recordation must be approved and recorded prior to final Site Plan approval. 8) Provide a copy of the Deed Restrictions as required in the Zoning Ordinance, Article 3 §24.8vii. or acceptable documentation of policies regarding operations. 9) The data column on all sheets (including on a future Record Plan sheet) needs to be updated prior to Final Approval with any changes recommended by the Planning Commission. a. List all parcels of the complex; one is missing. b. In Item #3, list each phase by parcel with owner. c. List zoning as RG-2 (General Residence Zone). d. Update the bulk standards by listing standards for PND garden apartment as found in Article 4 §4.11. Also note where Alternative Standards are sought/approved. 51

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 13 e. Add density calculation for project and note action taken by the Planning Commission. f. Update outcome of action on waivers. g. Add data specific to Phase IV such as lot size, building footprint, total building floor area, setbacks, etc. h. Item #16, list parking data for each Phase and overall. i. Item #23, this property is not located within the AEOZ (Airport Environs Overlay Zone). Clarify if this note is required by other agencies. j. Add tallies of Active Recreation Areas as existing, proposed, and overall. 10) Sheet CR-02 to CR-05: a. Setbacks: As a PND-SCHO a series of Alternative Design Standards were previously authorized and are being considered again. Show the distances from the proposed Phase IV building to the property lines. b. Ensure existing Stormwater management Area is current on any maintenance requirements. c. Clarify design format of Dumpster enclosure. d. Clarify tree removals as certain trees marked for removal do not appear to conflict with development activities. e. Ensure Electric Vehicle charging station set-up does not impede future sidewalk continuation. 11) Identify the location and number of bicycle parking spaces to meet the bicycle parking requirement based on total number of parking spaces in Phase IV. Also show location of existing bike racks. 12) Provide construction details sheet for Phase IV items including the following items but not limited to barrier free sidewalk, dumpster enclosures, dumpster pad, curbing, parking bumpers, traffic control signage, crosswalks, paving section, lighting fixtures, handicap signage, walking path, etc. 13) Ensure barrier free access is provided at all intersections of drive lanes and sidewalks. Add ramps at crossings of loop road and use piano key style crosswalks. 14) Landscape Plan must be submitted for review of Phase IV Site Plan. a. Identify existing trees in Phases 1-3. b. Clarify the tree planting calculations for Phases 1-3 and Phase IV. As there may be other existing trees available to satisfy the tree planting requirement. Or you may identify a development area for calculation of the tree planting requirement. c. Depict development area and its existing tree status, d. Show tree plantings proposes for Phase IV. e. Clarify if existing trees removed in the vicinity of Phase 3 will be replanted. 15) Provide an Active Recreation Plan or information to clarify the existing and proposed Active Recreation area calculations and proposed areas to be constructed in Phase IV. a. Provide area calculation for the recreation area required for units. 52

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 14 b. The area of the wet stormwater management pond cannot be counted towards active recreation area. 16) Provide Record Subdivision Plan sheet to depict the Phase IV subdivision and any additional easements to allow for cross-access, use of recreation areas, stormwater management, utilities, etc. XIII. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES In accordance with the Zoning Ordinance, Article 10 §1, the Planning Commission in considering and acting upon Conditional Use 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 1.1 to 1.3. 1) Waiver Requests: a) Alternative Design Standards for PND: SCHO: Planning Staff recommends approval of the series of Alternative Design Standards for the PND: SCHO. It is noted that these Alternative Design Standards were previously approved. The following findings regarding these Design Standards are noted. i) The reduction in the building setbacks from property lines under the provisions of the Planned Neighborhood Design Option is necessitated due to the creation of a parcel specifically for Phase IV. Overall, when compared to the greater boundary of the Luther Village complex, the building placement complies with the setbacks requirements. ii) The building spacing is reduced to accommodate enclosed connections between buildings; however, the buildings will still be required to meet the requirements of the Building Codes and Fire Codes. iii) The increase in building height, number of stories, and average number of units per building continues to fit the character of the area as the location is interior to the Luther Village complex and the units can be accommodated in a smaller building footprint by adding floors. The density proposed is appropriate as this development is infill within an area with existing infrastructure and amenities. b) Reduction in Parking: Planning Staff recommends approval for the reduction in number of parking spaces to a minimum rate of one parking space per dwelling unit with additional parking spaces provided to accommodate any office space or meeting rooms in the building. The applicant’s request for a rate of 1.15 parking spaces per dwelling unit is acceptable. c) Reduction in Bicycle Parking: Planning Staff recommends approval for a reduction in the overall number of bicycle parking spaces based on the demographics of the apartment tenants. It is noted that Buildings in Phase 3 and Phase IV have bicycle rates. The 53

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 15 applicant has given consideration to providing bicycle parking spaces at each building to serve staff, visitors, and residents. The applicant may also want to consider covered storage or interior storage opportunities for bicycles owned by residents. d) Partial Elimination of Curbing: Planning Staff grants approval of the request to eliminate the curbing for the loop road for areas necessary for stormwater management. e) Elimination of Emergency Rear Access for Apartments: Planning Staff recommends the applicant continue evaluation of options to avoid the elimination the emergency rear access for the Phase IV apartment building. There may be alternatives or other options to meet this rear access requirement such as extension of existing/proposed access drives, enhanced walking paths, or creation of subgrade improvements to make a drivable surface. It appears that the Phase IV building will be sprinklered and will include other required fire lane coverage. Planning Staff recommends additional discussions with the City’s Office of the Fire Marshal. f) Requirement for Two Connections to a Public Street: Planning Staff recommends approval for the elimination of the second connection to public street requirement for Phase IV only. Given the phasing of the apartment complex construction, the current divided median entry does provide an option for access (in an emergency). The second connection to Babb Drive is planned as part of the Phase 5 (A) and should be completed before the addition of apartment buildings in the eastern area of the complex. g) Street Frontage for Parcel: Staff recommends approval of the waiver to allow for creation of a parcel without street frontage noting that the main parcel of the complex including the entrance maintains frontage along a public street. The creation of this parcel focused on Phase IV is necessary to comply with funding and/or ownership requirements for the project. Similar waivers were approved for Phase 1, Phase 2, and Phase 3. XIV. ADVISORY COMMENTS TO THE APPLICANT: 1) The Planning Commission should act upon the waiver requests as part of any motion to approve this Conditional Use Site Plan/Master Plan, or as a separate motion if necessary. Note: The recommendation for this waiver is at the discretion of the Planning Commission. The Commission may approve or deny waiver requests. 2) The Planning Commission should provide recommendations to City Council in regard to the Subdivision Waivers of the Land Subdivision Regulations. The City Council and associated Committee meeting will be scheduled to review this request. 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) A Minor Subdivision Record Plat shall be prepared for recordation to subdivide the parcel into the Phase IV parcel identified. All easements shall be fully described on the Plat. The Minor Subdivision Plat shall be approved and signed by the City Planner prior recordation in 54

Item 4. C-24-02 Luther Village IV: Planned Neighborhood Design: Senior Citizen Housing Option DAC Report of September 4, 2024 Page 16 the Kent County Recorder of Deeds Office. 5) In the event, that major changes and revisions to the Plan occur in the finalization of the Site Plan contact the Department of Planning and Inspections. These changes may require resubmittal for review by the Development Advisory Committee, Planning Commission, or other commissions making recommendations in regard to the plan. 6) Construction may have an effect on the adjacent buildings on the site and site access. Any work requiring the closing or rerouting of residents or visitors to the adjacent buildings, and site access shall be coordinated as to offer the least amount of inconvenience. 7) The applicant/developer shall be aware that prior to any ground disturbing activities on the site the appropriate site inspections and permits are required. 8) 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. 9) 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. Certain types of signage require a Sign Permit from the City of Dover prior to placement of any such sign; please consult with Planning Staff in regard to signage. 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. 55

Item 4. CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: AUGUST 28, 2024 APPLICATION: Luther Village IV: Planned Neighborhood Design – Senior Citizen Housing Option on Babb Drive FILE #: C-24-02 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 EMAIL: 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 letter of no objection, signed by DelDOT is submitted to our office. 2. Please add the following notes to the plans: a. Standard City of Dover sidewalk, as per chapter 98, article IV of the Dover Code of Ordinances, shall be required to be installed along the entire public street frontage of a property. Where frontage sidewalk exists but does not meet the standards of chapter 98, article IV, the sidewalk shall be re-laid to meet the standards. Sidewalk shall include barrier-free access ramping at points of intersection with street crossings and at other locations so as to afford reasonable barrier-free pedestrian movement and site access. 56

Item 4. Luther Village IV: Planned Neighborhood Design – Senior Citizen Housing Option on Babb Drive File #: C-24-02 August 28, 2024 Page 2 of 4 b. In accordance to Appendix A, Article VI, Section B.3, all sidewalks shall ascend from the curbstone to the building line at the ratio of one-quarter of an inch to the foot. Nothing in this section shall be construed to affect any pavement previously laid by order of the city council, until it is taken up and relaid. 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 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. Please be advised that effective May 1, 2022, water mains can now be constructed using DR 18 PVC. 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 meters 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. Water services shall be either type K copper or SDR-9. 8. On October 24, 2022, City of Dover Council approved the new Cross Connection Control Program. This program requires certain backflow prevention assemblies on water service connections to the city’s distribution system. Please provide a specific description of the activities in the building. 9. All water infrastructure on the property will be owned and maintained by the property owner. 57

Item 4. Luther Village IV: Planned Neighborhood Design – Senior Citizen Housing Option on Babb Drive File #: C-24-02 August 28, 2024 Page 3 of 4 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 mains 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. All wastewater infrastructure on the property will be owned and maintained by the property owner. 9. Depending on the effluent flow, 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 58

Item 4. Luther Village IV: Planned Neighborhood Design – Senior Citizen Housing Option on Babb Drive File #: C-24-02 August 28, 2024 Page 4 of 4 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. 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 . 59

Item 4. CITY OF DOVER ELECTRIC DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: AUG 28, 2024 APPLICATION: Luther Village IV: Planned Neighborhood Design – Senior Citizen Housing Option on Babb Drive FILE #: C-24-02 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. Any relocation or upgrade 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. 2. Owner is responsible for locating all existing underground facilities to include electric, water and gas. 3. Owner is responsible for site and/or street lighting. 4. Must maintain 10' clearance around all electrical equipment, unless pre-approved by the City of Dover Electric Engineering Department. 5. 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. 6. All Engineering and design for Dover Electric will be engineered upon receipt of final approved plans. All Engineering work will be furnished by the City’s Electric Engineering Department. GENERAL 1. Final site plan must be submitted in a digital format compatible with AutoCAD 2010 (.dwg format) and Adobe Reader (.pdf format), if applicable. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES 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. 60

Item 4. Luther Village IV: Planned Neighborhood Design-Senior Citizen Housing Option on Babb Drive File #: C-24-02 Aug 28, 2024 Page 2 of 2 ADVISORY COMMENTS TO THE APPLICANT 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. The City of Dover Electric Department is responsible for electricity up to the primary metering cabinet (4M3) located at the entrance to Luther Village on Babb Drive. Luther Village is responsible for the electric past this meter. All other comments on this form should be used as reference only in the event of future changes. 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 . 61

C F C-24-02 I IItem 4. T R CITY OF DOVER Y E DEVELOPMENT ADVISORY COMMITTEE O M F A APPLICATION REVIEW COMMENTARY R D.A.C. MEETING DATE: August 28, 2024 REVISED D S O H V A E L APPLICATION: Luther Village IV Babb Dr R FILE #: C-24-02 REVIEWING AGENCY: City of Dover, Office of the Fire Marshal CONTACT PERSON: Jason Osika, Fire Marshal PHONE #: (302) 736-4457 josika@dover.de.us 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) 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% and clearly shown on the plans. Perimeter Access minimum width shall be10 feet for one-story buildings and 15 feet for buildings of two or more stories, 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) Where parking is located between the building and perimeter access area, parking shall not be located closer than 10 feet to the exterior wall for one-story buildings and 15 feet to the exterior wall for building of two or more stories. 62

Item 4. 5. Fire lanes shall cover 35% of the proposed building. 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) Where parking is located between the building and the perimeter access area, parking shall not be located closer than 10 feet to the exterior wall for one-story buildings and 15 feet to the exterior wall for building of two or more stories. 2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3.5.2 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. 63

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. 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) 64

Item 4. 17. Fire hydrants shall be installed per the requirements of City of Dover Public Utilities Water/Wastewater Handbook, NFPA requirements, and Delaware State Fire Prevention Regulations. City Ordinance Sec 46-9 (f). 5.1.1 Hydrant spacing as shown in the Fire Flow Tables shall be used as a general rule. Hydrants shall be located at the direction of the State Fire Marshal so as to minimize friction in fire hose. All hydrant spacing shall be located along available roads or at the direction of the State Fire Marshal. This measurement shall be calculated by way of accessible thoroughfare(s) from the building to be protected to the hydrant and may not necessarily be a radius. 5.1.3 Additional hydrants shall be provided when the State Fire Marshal deems it necessary based on the configuration of the site, building(s), exposures, construction, occupancy, and/or specific hazard(s). Fire Flow table 2, hydrant spacing shall be 800 feet on center for one and two family detached dwellings, other residential, rowhouses and townhouses, assembly, health care, business, education, storage, industrial, mercantile, and mini storage. (702, Chapter 6) NFPA 1 18.5.2 detached one- and two-family dwellings, fire hydrants shall be provided for detached one- and two-family dwellings in accordance with both of the following: 1. the maximum distance to a fire hydrant from the closest point on the building shall not exceed 600 feet 2. the maximum distance between fire hydrants shall not exceed 800 feet. 18.5.3 buildings other than detached one- and two-family dwellings, fire hydrants shall be provided for buildings other than detached one- and two-family dwellings in accordance with both of the following 1. The maximum distance to a fire hydrant from the closet point on the building shall not exceed 400 feet 2. The maximum distance between fire hydrants shall not exceed 500 feet 18. 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. 19. 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. 65

Item 4. 20. Hydrants are to be Darling Co. B-62-B Breakaway https://american-usa.com/products/valves-and- hydrants/fire-hydrants/5-1-4-american-darling-b-62-b-5 21. NFPA 72 compliant Fire Alarm System required per occupancy code requirements. 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. 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 o f 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) 22. Sprinkler system required. 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 66

Item 4. 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. 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) NFPA 101, 12.3.5.1 The following assembly occupancies shall be protected throughout by an approved, supervised automatic sprinkler system in accordance with 9.7.1.1(1): 1. Dance Halls 2. Discotheques 3. Nightclubs 4. Bars 5. Restaurants 6. Assembly occupancies with festival seating 23. 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 - inch Storz. Fire department connections shall be within 300 feet of an approved City of Dover Fire 67

Item 4. 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) 24. 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) 25. Fire Department Connection to be located within 300 feet of fire hydrant, measured as hose would come off the fire equipment. 26. 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) 27. 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, 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, 68

Item 4. 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) 28. 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) 29. 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 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, 69

Item 4. 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) 30. 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. 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 31. 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 32. 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 70

Item 4. 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) 33. Buildings over 25,000 Sq. Ft are to have radio performance testing done prior to Final CO. This must be scheduled in advance with an authorized vendor. 34. Project to be completed per approved Site Plan. 35. Full building and fire plan review is required. 36. 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. 37. Construction or renovations cannot be started until building plans are approved. 38. 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. 39. Building cannot be occupied by the public until a Certificate of Occupancy is obtained. 40. The following is City Ordinance, Appendix B-Zoning, Article 8 Enforcement and Penalties: Section 1. - Building permits. No building or structure in any district shall be erected or structurally altered without a building permit duly issued upon application to the building inspector. No building permit shall be issued unless the proposed construction or use is in full conformity with all the provisions of this ordinance. Any building permit issued in violation of the provisions of this ordinance shall be null and void and of no effect, without the necessity for any proceedings for revocations or nullification thereof, and any work undertaken or use established pursuant to any such permit shall be unlawful (see section 4 for penalties). 1.1 No building permit shall be issued for the construction or alteration of any building upon a lot without frontage upon, or legal permanent access to, a public street improved to the satisfaction of the planning commission, or without access to a public sewer. 1.2 No building permit shall be issued for any building where the site development plan of such building is subject to approval by the planning commission, except upon approval of such plans approved by the said commission. 1.21 No building permit shall be issued for any building in a subdivision unless the subdivision plot has been approved by the planning commission. 1.3 No building permit shall be issued for a building to be used for any conditional use in any zone where such use is allowed only with approval of the planning commission, unless and until such approval has been duly granted by the said commission. (Ord. of 7-12-1993, § 3) 71

Item 4. ADDITIONAL / SPECIFIC REQUIREMENTS TO OBTAIN APPROVAL: 1. Please confirm that the distance between the building and parking is 15’ as outlined in item # 6 listed above 2. Please show the secondary fire lane as outlined in item # 11 listed above 3. Buildings 1 through 3 have a subgrade emergency access lane that is no longer properly marked. These Fire Lanes need to be properly marked (listed below). Please arrange a meeting with this office to review those lanes. These lanes need to be in compliance as part of this approval. 4. Additional hydrants are needed as outlined in item # 17 listed above. They must not exceed 800’. One must be located within 300’ of the FDC as hose would come off of the apparatus. They must be on the backside of the building as well. 5. It appears that phase 5 building doesn’t have proper access 6. This office does not support the emergency rear access waiver. This item is listed above as item # 11. This ordinance was put into place due to access issues for the fire department at apartment complexes. During an emergency event, the fire department would have trouble accessing the rear of the proposed building properly. This would hinder firefighting and rescue operations. 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. (4) Subgrade emergency access lanes. (a) A subgrade emergency access lane is designed to provide emergency vehicle accessibility in lieu of paved, hard-surfaced fire lanes where permitted under subsection 5 [(5)](a) of this section. A subgrade emergency access lane shall not be substituted for a required secondary fire lane. (b) All subgrade emergency access lanes shall be established at a minimum width of 18 feet and shall be set back from all building walls in accordance with the Delaware State Fire Protection Regulations. The planning commission may waive the 18-foot width requirement when demarcation is enhanced beyond the standards set forth in paragraph [subsection (4)](d) below. 72

Item 4. (c) All subgrade emergency access lanes shall be constructed on a level subgrade compacted to at least 2,000 pounds per square foot. The compacted subgrade shall be overlaid with three to four inches of compacted crusher run (CR1-2.5″) underneath four inches of compacted crusher run (CR6-1.5″) to form a compacted subbase. The compacted subbase shall be covered with at least four inches of topsoil and shall be graded and seeded or sodded. (See figure 17.1.) (d) All subgrade emergency access lanes shall be designated and identified by shrub plantings, fencing, signage or any combination of materials to adequately delineate such access way, subject to approval by the City of Dover Fire Marshal. When shrub plantings are to be used for lane demarcation, such plantings shall be evergreen and of a columnar, upright form, with [a] tight branching habit. Shrub planting selection shall be subject to final approval by the city planner. Demarcation shrub plantings shall be spaced no greater than 40 feet on center on straight sections of access lane and no greater than 20 feet on center on curved sections. (e) All subgrade emergency access lanes shall be maintained free of obstruction. The placement of fences, buildings, landscaping, gardens, play equipment or any other form of obstruction shall be prohibited from placement within the boundaries of subgrade emergency access lanes. The area reserved for [an] emergency access lane shall be subject to all property maintenance ordinances of the City of Dover, including those governing grass cutting, and landscape maintenance. Violations are punishable as misdemeanor offenses under the applicable ordinances of the City of Dover. (f) At points of access to subgrade emergency access lanes, there shall be provided an adequate curb depression of at least 24 feet in width. Such access points shall be designated as restricted use and controlled by signage, pavement marking, gates or fencing to prevent the use of such lane for purposes other than emergency vehicle access. The methods employed to ensure controlled access shall be reviewed, approved and inspected by the fire marshal on a case by case basis prior to the issuance of a certificate of occupancy for associated buildings. 73

Item 4. CITY OF DOVER D E DEVELOPMENT ADVISORY COMMITTEE L APPLICATION REVIEW COMMENTARY D O T =============================================================== APPLICATION: Luther Village IV – Senior Citizen Housing Option FILE#: C-24-02 REVIEWING AGENCY: DelDOT CONTACT PERSON: Brian Williams PHONE#: 302-760-2141 =============================================================== 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. Pre-submittal meeting required. 74

Item 4. KENT CONSERVATION DISTRICT 1679 SOUTH DUPONT HIGHWAY • DOVER, DELAWARE 19901• (302) 608-5370 • WWW.KENTCD.ORG CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY AUGUST 2024 APPLICATION: Luther Village IV: Planned Neighborhood Design – Senior Citizen Housing Option on Babb Drive FILE #: C-24-02 REVIEWING AGENCY: Kent Conservation District CONTACT PERSON: Cullen Baker 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 pre-application meeting will be required to be scheduled with KCD to discuss requirements for plan approval. ADVISORY COMMENTS TO THE APPLICANT: 1. The proposed plan will need to show that Luther Village Phase 4 stormwater will drain into the existing stormwater facilities. If any portion of Phase 4 cannot then other stormwater facilities will need to be constructed in Phase 4. 75

Item 4. CITY OF DOVER Dover/Kent DEVELOPMENT ADVISORY COMMITTEE County Metropolitan APPLICATION REVIEW COMMENTARY Planning D.A.C. MEETING DATE: 9/4/2024 Organization C-24-02 Luther Village IV: Planned Neighborhood Design - Senior Citizen Housing Option on Babb Drive FILE # C-24-02 REVIEWING AGENCY: Dover/Kent County MPO CONTACT PERSON: Malcolm Jacob PHONE #: (302) 387-6030 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 Conditional Use Site Plan Review C-24-02 Luther Village IV: Planned Neighborhood Design - Senior Citizen Housing Option on Babb Drive The MPO has no objections to the Conditional Use Site Plan. The path system that will run between buildings is likely to promote active recreation and provide a safe means of walking throughout the property. It will also connect to the existing DART bus stop on Babb Drive. Walkable neighborhoods are especially important for older communities, where many of the residents may not drive a personal vehicle. 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. 76

Item 4. From: Hughart, Jared To: Melson-Williams, Dawn Subject: EXTERNAL: 8.28.2024 DAC Staff Notes Chesapeake Utilities Date: Wednesday, August 28, 2024 10:22:22 AM 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. Dawn please see meeting notes below. AX-24-01 Lands of Byler Investments No Comments C-24-02 Luther Village- Currently provide natural gas to the three existing buildings. Please contact Jared, at Jhughart@chpk.com, to begin due diligence for designed and economic modeling. C-24-03 Church of the Nazarene Owner will need to contact Chesapeake utilities once plans are approved, prior to construction, in the event a relocation of the existing natural gas service is needed. S-24-13 Natural Gas infrastructure is on Lafferty Lane, please contact Jared at Jhughart@chpk.com, to begin design and economic modeling due diligence. S-24-14 Legislative Hall Parking Garage Please contact Jared at Jhughart@chpk.com for any new natural gas inquiries to begin design and economic modeling due diligence. Thank you, Jared Hughart Chesapeake Utilities 500 Energy Lane Dover, DE 19901 Cell: 302-943-3468 www.chpk.com NEW METER requests must go through: Install@chpk.com Chesapeake Utilities Corporation (“Chesapeake Utilities”) is an energy delivery company publicly traded on the New York Stock Exchange under the ticker symbol “CPK” (NYSE: CPK). Chesapeake Utilities is not, nor has it ever been, affiliated with Chesapeake Energy Corporation. This email, together with any attachments, is intended only for the use of the party to which it is addressed and may contain information that is proprietary, privileged, confidential, and/or otherwise protected by law. If you are not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this email or its contents is strictly prohibited. If you have received this message in error, please notify the sender immediately by replying to the message, and permanently delete this email from your computer and destroy all copies of it. 77

Item 4. September 4, 2024 C 1243-7 Dawn Melson-Williams, AICP Principal Planner City of Dover, Delaware Department of Planning & Inspections 15 Loockerman Plaza Dover, DE 19901 SUBJECT: LUTHER VILLAGE, WAIVER REQUEST DOVER, DELAWARE Dear Ms. Melson-Williams: I am writing to formally request waivers from specific requirements outlined in Appendix B, “Zoning,” of the Dover Code of Ordinances for C-24-02 Luther Village. We believe that granting these waivers will facilitate the successful development of the project while maintaining conformity with the overall objectives of the PND-SCHO Master Plan. Bulk Standards: We are requesting relief from the Bulk and Parking requirements of Article 4 §4.11 for Garden Apartments and providing the following: Standard Required Provided Side Yard 50 feet 32 feet Rear Yard 50 feet 0 feet Building Spacing 50 feet 45 feet Building Height 35 feet (maximum) 43 feet Number of Stories 2 (maximum) 3 Avg Dwelling Units per Bldg 24 (maximum) 54.5 Off Street Parking: In accordance with Article 3 §24.52.ii, we are requesting relief from the Parking requirement that two (2) spaces be provided per Dwelling Unit. Consistent with the previous phases of the Development, there are parking spaces provided at a reduced ratio of approximately 1.15 spaces 78

Item 4. C 1243-7 Dawn Melson-Williams, AICP September 4, 2024 Page Two per dwelling unit, notwithstanding the additional spaces provided for the community center. Of note, there is no office space proposed in the Phase IV building. Emergency Rear Access: We are requesting relief from the Emergency Rear Access Requirement outlined in Article 5 §17.5(a). All external fire protection requirements, as set forth by the 1 DE Administrative Code, §701, have been met. The inside of the building will be protected by sprinklers and perimeter fire access is provided for 93% of the exterior. The area to the rear of the building has been made relatively flat as well for ease of movement of equipment, should the need arise. Providing an engineered access lane would prove burdensome to the development as it would require an extra culvert to be built specific to loading ratings for fire equipment in the useable open space. We trust that you find these requests reasonable and aligned with the overall goals of the code. We are confident that the proposed modifications will enhance the project’s effectiveness and contribute positively to the community. We appreciate your time and consideration in reviewing our waiver requests and look forward to your favorable response. Very truly yours, Craig M. Lynch, P.E. Project Engineer cc: Rick Murphy, Martin Luther Foundation of Dover 79 P:\C1243 LUTHER VILLAGE\C1243-7 Record and Construction Plans\Correspondence\Letters\2024-09-04(CMLltr_Melson-Williams)C1243-7.docx

Item 4. September 4, 2024 C 1243-7 Planning Commission City of Dover, Delaware 15 Loockerman Plaza Dover, DE 19901 SUBJECT: LUTHER VILLAGE, WAIVER REQUESTS DOVER, DELAWARE To Whom It May Concern: I am writing to formally request waivers from specific requirements outlined in Appendix A, “Subdivisions,” of the Dover Code of Ordinances for C-24-02 Luther Village Phase IV. We believe that granting these waivers will facilitate the successful development of the project while maintaining conformity with the overall objectives of the PND-SCHO Master Plan. Curb Installation Requirement: In accordance with Article VII §A.2., we are requesting a waiver from the requirement of Article VI §G.1.C requiring curb along major subdivisions. In keeping with the existing conditions, we are proposing grass up to the edge of pavement to facilitate drainage and stormwater management on the access road (Bunnell Way). Two Connections to a Public Street: In accordance of Article VII §A.1, we are requesting a waiver from Article VI, §A.8(b), requiring a second connection to a State or City maintained street if a development contains 150 or more dwelling units. Currently, three (3) phases of the previously approved Planned Neighborhood Development have been constructed, with 148 dwelling units currently available. Phase IV proposes an additional 72 units. The previously approved connection, Phase V A, creates a closed loop whereby no functional relief is attained through traffic using the new entrance until Phase V is constructed. The second connection will have an immense benefit for Phases V through IX, serving an additional spur road to those phases. 80

Item 4. C 1243-7 Planning Commission September 4, 2024 Page Two Street Frontage for Parcel: In accordance with Article VII §A.1, we are requesting a waiver from the requirement of Article VI §E.5. requiring all lots in a subdivision to have frontage on a public street. We are proposing the creation of a parcel without street frontage noting that the residual development including the entrance maintains frontage along a public street. The creation of this parcel, focused on Phase IV, is necessary to facilitate grant funding and ownership requirements relating to maintenance. Similar waivers were approved for Phase I through Phase III. Reduction in Bicycle Parking: In accordance with Article VII §A.1, we are requesting a waiver for the requirement of Appendix B Article 6 §3.10. requiring one bicycle parking space for every 20 vehicular parking spaces. There are currently 6 spaces on site serving Phase III that are, due in part to the demographics of the tenants, underutilized. Only 2 residents currently use the bike racks. There are an additional 6 bicycle spaces proposed by this plan, satisfying the requirements of Phase IV, however, Phases I and II do not have any bicycle parking as it was not a code requirement at the time of plan approval for those phases. Depending on the status of grant funding availability, bicycle spaces may be contemplated in phases I and II in the future. We trust that you find these requests reasonable and aligned with the overall goals of the code. We are confident that the proposed modifications will enhance the project’s effectiveness and contribute positively to the community. We appreciate your time and consideration in reviewing our waiver requests and look forward to your favorable response. Very truly yours, Craig M. Lynch, P.E. Project Engineer cc: Rick Murphy, Martin Luther Foundation of Dover 81 P:\C1243 LUTHER VILLAGE\C1243-7 Record and Construction Plans\Correspondence\Letters\2024-09-04(CMLltr_DoverPC)C1243-7.docx

Item 4. SITE PLAN DE STATE PLAN NAD 83/91 FOR S. D S TRE ET UP T AN ON E RM LUTHER VILLAGE IV HI OCK W E. LO SITE GH ( AY 13) NN HU D. HN N R JO OW BR BABB DRIVE CITY OF DOVER - EAST DOVER HUNDRED - KENT COUNTY - DELAWARE LITTLE CREEK 13) ROAD AY ( GENERAL DATA: B S. T HI AY 1. TAX PARCEL NUMBERS: 05-77.06-02-90.00, 05-77.06-02-90.01, 05-77.06-02-90.02 GHW RO AD 2. SOURCE OF TITLE: INSTRUMENT 2014-254106 UPO (1 N 13 ) 3. GROSS AREA: 33.63± ACRES S. D LUTHER VILLAGE IV OF DOVER, INC. PARCEL: 02.79± ACRES "EDGEHILL ACRES" LOCATION MAP 1"=1200' CITY OF DOVER - EAST DOVER HUNDRED - KENT COUNTY, DELAWARE 4. EXISTING ZONING: RG-2, GENERAL RESIDENTIAL PROPOSED ZONING: RG-2, GENERAL RESIDENTIAL ZONED R-8 CONDITIONAL USE: PLANNED NEIGHBORHOOD DESIGN SENIOR CITIZEN HOUSING OPTION N45°39'39"E 1373.03' BULK AREA RESTRICTIONS: RG-2 958.32 PHASE 5 S44°20'21"E LUTHER VILLAGE IV LOT AREA PER DWELLING UNIT 1700 SF/DU ' 86,921.48± SF 1 83/9 D LOT WIDTH (FT.) 100 NA AN N45°39'39"E 48 LOT DEPTH (FT.) 125 OWNER/DEVELOPER PL DE STATE PLAN NAD 83/91 ATE 127.61' FRONT YARD (FT.) 30 ST E FH D MINIMUM SIDE YARD (FT.) 10 EXISTING 0' "CLEARVIEW MEADOW" TOTAL SIDE YARDS (FT.) 50 9.2 ST . 29 MARTIN LUTHER FOUNDATION OF DOVER, INC. REAR YARD (FT.) 30 AN OFF-STREET PARKING SPACES: 1 STORMWATER E RM CK S46°22'17"E MANAGEMENT SITE PLAN BUILDING HEIGHT: 40' FH O LO SITE BUILDING STORIES: 3 47 E. AREA "E 430 KINGS HIGHWAY 3 GrB LOT COVERAGE: 60% 5'4 FLOOR AREA RATIO: N/A (2.18± ACRES) PROPOSED 30' HDPE STORM CULVERT N1 7°4 (HS FOR ACCESS TO PUBLIC STREET: BABB DRIVE UlA GB (HS ) ZONED R-8 DOVER, DE 19901 5. TOPOGRAPHIC SURVEY: HkB (HSG ' 3-S GC B) 97 .07 ) 46 E 1 TOR FUTURE 3-STORY APARTMENT BUILDING FUTURE 3-STORY APARTMENT BUILDING A. FIELD SURVEYS BY LANDMARK ENGINEERING, INC., APRIL 2013, FEB 2017, JUNE & JULY 2024, '02" 63 UNITS 63 UNITS Up (HSG C °57 YA AND A PHOTOGRAMMETRIC SURVEY BY AXIS GEOSPATIAL LLC FROM FLIGHT ON 02/10/2013. ) N23 ING (302) 674-1408 SG B) R=600.00' ED ILD E= A=83.71' (FF NITS PHASE 7 PHASE 9 POS T BU B. VERTICAL DATUM: NAVD 88 72 U 297.27' CHD=N22°03'47"W PRO TMEN C. PROJECT BENCHMARK: ELEVATION = 36.16 (EXISTING SMH RIM, NEAR END OF BABB DR,) 106,300.32± SF 189,918.52± SF GrB (H S66 CHL=83.64' FH 45 PAR 35.5 ) HN PERIMETER PROPERTY CORNER MARKERS: R=125.00' FH °02 FD C JO '58" ● ■ EXISTING (10) A=54.75' NN ○ □ PROPOSED (0) HU CHD=N08°39'37"W E 3 C) BR CHL=54.32' 6. WATER SUPPLY: CITY OF DOVER 26. SG 44 OW 40' (H N R=40.00' RD WATER MAIN OUTSIDE CITY OF DOVER RIGHT OF WAY SHALL BE PRIVATELY MAINTAINED. A . A=50.29' Ul 1' CHD=S10°21'19"E FUTURE 7. SANITARY SEWER: CITY OF DOVER .7 STORMWATER MANAGEMENT 1 66 '3 9"W CHL=47.04' AREA °39 SANITARY MAIN OUTSIDE CITY OF DOVER RIGHT OF WAY SHALL BE PRIVATELY MAINTAINED. "E S25 43 BABB DRIVE '19 53 .38' FUTURE 2-STORY 8. TRASH REMOVAL: PRIVATE 3° 233 TOWN CENTER PHASE 5A R=40.00' N0 16,000± SQ. FT. 48,528.87± SF 9. DEBRIS DISPOSAL: NO DEBRIS WILL BE BURIED OR DISPOSED OF ON THIS SITE. A=26.26' ' PHASE 5 CHD=N14°55'13"W 16 7.51 86,921.48± SF CHL=25.79' W S08°32'04"W 42 9" 7' 10. LOT COVERAGE: PROPOSED: 6.65 ACRES °39'3 74.2 45.45' S25 OWN ' 120.28 PERMITTED (60%): 20.18 ACRES 93.2 5' 66.3 11. NO 100-YEAR FLOOD PLAIN EXISTS ON THIS PARCEL IN ACCORDANCE WITH FLOOD INSURANCE 3' PHASE 6 LOCATION MAP 1"=400' (WIDT ROAD .63' 3'46"W °20 RATE MAP, 10001C0167H, DATED MAY 5, 2003. 50 E 2 151,439.67± SF 41 S64 .12' '39" PHASE 8 '2 PHASE 5B H VAR °39 °20 "CLEARVIEW MEADOW" 12. CRITICAL NATURAL AREAS: THE STATE INVENTORY OF CRITICAL NATURAL AREAS HAS BEEN AY N25 N33°4 '21" 79,840.59± SF 105 EXAMINED AND NONE WERE FOUND TO EXIST ON THE SITE. S11°11'02"E 93.10' 43,944.71± SF S64 H VAR R IES) ELL W E UNN B IES) 13. WETLANDS: THIS SITE WAS EVALUATED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN FUTURE 3-STORY APARTMENT BUILDING FUTURE 3-STORY APARTMENT BUILDING 68 UNITS 63 UNITS THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL (TECHNICAL REPORT Y-87-1), AND S25°39'39"W 48.75' 40 SUBSEQUENT PUBLIC NOTICES AND REGIONAL SUPPLEMENTS TO IDENTIFY THE PRESENCE OF 1"E WALKING PATH UT BUNN (WIDT RT H O JURISDICTIONAL WETLANDS, AND NO WETLANDS WERE FOUND TO EXIST ON THE SITE. N JOHN 249 .73' N33°43'46"W 115.13' .08' 14. TREE PRESERVATION: THE DEVELOPER SHALL PRESERVE ALL TREES ON THIS SITE EXCEPT 144 259 H ZONED R-8 P.O. BOX 299 WHERE NECESSARY TO CONSTRUCT BUILDINGS, ACCESSWAYS, AND UTILITIES, AND WHERE .20' SELECTIVE THINNING OF EXISTING VEGETATION IS APPROVED. EXISTING PLANT MATERIALS 200 CONTINENTAL DRIVE DESIGNATED TO REMAIN ON THIS PLAN, OR THE LANDSCAPE PLAN, SHALL BE PRESERVED AND .06' 39 CR-02 CR-03 PERRYVILLE, MD 21903 BENCHMARK: SUITE 400 326 PROPERLY PROTECTED DURING CONSTRUCTION. IN THE CASE OF UTILITY RIGHTS-OF-WAY AND EASEMENTS, ANY DISTURBED AREAS SHALL BE REPLANTED SO AS TO ACHIEVE A RECURRENCE OF SMH RIM, ELEV.: 36.16 NEWARK, DE 19713 PHONE (410) 939-2144 NATURAL VEGETATIVE COVER. PHONE (302) 323-9377 S42°36'51"E 125.59' R=1090.00' R=1090.00' 38 15. LAND DEVELOPMENT DATA: A=5.99' A=263.80' FAX (302) 323-9461 FAX (302) 323-9461 R=150.00' CHD=S20°38'00"W CHD=S27°43'27"W A=263.40' EXISTING BUILDING AREA: (50,009 SF) 1.15 ACRES = 03.42% N33°4 CHD=N84°02'03"W CHL=5.99' CHL=263.16' WWW.LANDMARK-SE.COM EXISTING PAVED AREA: 3.70 ACRES = 11.00% CR-05 INFOMD @ LANDMARK-SE.COM Landmark R=150.00' PHASE 9 CHL=230.84' R=975.00' INFO @ LANDMARK-SE.COM 3'46"W EXISTING STORMWATER MANAGEMENT (SWM) AREA: 2.18 ACRES = 06.48% A=65.93' FH PHASE 6 950.01' PROPOSED BUILDING AREA: (19,027 SF) 0.44 ACRES = 01.31% PHASE 5A A=59.90' 189,918.52± SF 37 CHD=S33°04'06"W PROPOSED PAVED AREA: PROPOSED SWM AREA: 1.36 ACRES = 04.04% -0- ACRES = 00.00% CHL=65.40' 48,895.41± SF CHD=S43°54'03"W CHL=59.89' 151,439.67± SF CR-04 PROPOSED OPEN & LANDSCAPE SURFACE AREA: 24.8 ACRES = 73.75% FH N56°08'17"W 50.00' 640.29' S45°39'39"W 33 S45°39'39"W 121.47' 36 TOTAL 33.63 ACRES = 100% 8. FH 89 ' FH 52 27 28 29 30 31 32 33 34 35 16. PARKING DATA: PHASE IV TYPICAL PARKING SPACES SHALL MEASURE 9' X 18'. JO FH S06°23'32"W 43.94' "CLEARVIEW MEADOW" PROPOSED USE: PND SENIOR CITIZEN HOUSING OPTION 6.25' R=1000.00' 99 ZONED R-8 HN A=315.11' R=950.00' PARKING SPACES REQUIRED: 72 SPACES PARKING SPACES PROVIDED: 82 SPACES W N N35°52'0 CHD=S24°50'05"W CHL=313.81' A=101.61' CHD=S36°55'33"W KEY MAP 1"=400' 3"W 24 O ES) CHL=101.56' BRVARI (INCLUDING 4 HANDICAPPED PARKING SPACES) BLUECOAT STREET Science & Engineering PARKING RATIONALE: 1 SPACE/ DU = 72 SPACES C) ) NNDTH HSG GB (WIDTH VARIES) LOADING BAYS (12' X 60' MIN) REQUIRED: 1 BAY PER APT. BUILDING HU (WI (HS R=1000.00' AD ROES) LOADING BAYS PROVIDED: 1 BAY A=209.22' 5 Up ( AD N8 °3 GrB CHD=S09°48'49"W LL ARI RO HI V 17. FIRE PROTECTION: ALL FIRE LANES, FIRE HYDRANTS, SPRINKLERS, STANDPIPE CONNECTIONS AND CHL=208.84' 9'4 FIRE EXITS SHALL BE MARKED AND PROTECTED IN ACCORDANCE WITH THE DELAWARE STATE FIRE PREVENTION REGULATIONS. A FIRE MARSHAL RECORD-TYPE PLAN, LAST DATED XX/XX/XXXX, OR 6" W B IDTH AS LATER AMENDED AND APPROVED IN WRITING BY THE STATE FIRE MARSHAL, IS HEREBY NO (W CONSIDERED PART OF THIS PLAN. S03°49'14"W 24.64' LA FIRE HYDRANTS: FH FH (7) EXISTING E E FH FH (2) PROPOSED R IV S) IV D IE AR DR S) B V G RIE AB TH 18. DRAINAGE, EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT SHALL COMPLY WITH THE THE DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL'S B (WID BU H VA DY(WID T ALL CONSTRUCTION MUST BE DONE THIS DRAWING DOES NOT INCLUDE DELAWARE SEDIMENT AND STORMWATER REGULATIONS AND THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, 2023 IN COMPLIANCE WITH 19. A LANDSCAPE PLAN PREPARED BY XXXXXXXXXXXXXX, LAST DATED XX/XX/XXXX, OR AS LATER PLAN VIEW THE OCCUPATIONAL SAFETY AND NECESSARY COMPONENTS FOR AMENDED IS HEREBY CONSIDERED TO BE A PART OF THIS PLAN. SCALE 1" = 100' 20. POSTAL ADDRESS: 400 BABB DRIVE HEALTH ACT OF 1970 AND THE RULES AND REGULATIONS CONSTRUCTION SAFETY. 21. WAIVER: RELIEF FROM THE CITY OF DOVER CODE APPENDIX A, ARTICLE VI, §A.8(b), REQUIRING A SECOND CONNECTION TO A STATE OR CITY-MAINTAINED STREET IF A DEVELOPMENT CONTAINS 150 OR MORE DWELLING UNITS. THERETO APPURTENANT 22. ALL STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY THE COMMISSION: SHEET: CR-01 of 05 PROJECT'S OWNER. 200 C 2024 LANDMARK SCIENCE & ENGINEERING DESIGN BY: CML\RWS DATE: 08/01/2024 C1243-7 SCALE: 1"=100' 23. AIRPORT ZONE: THE US DEPARTMENT OF TRANSPORTATION, FEDERAL AVIATION ADMINISTRATION, CERTIFICATION OF PLAN ACCURACY CERTIFICATION OF OWNERSHIP SHALL HAVE THE RIGHT AND AUTHORITY TO IMPLEMENT SUCH RESTRICTIONS AND SAFEGUARDS FILE NAME: C1243-7 Site Plan.dwg ON THE PREMISES, AS MAY BE REASONABLY NECESSARY TO PROTECT THE SAFETY AND WELFARE I, CRAIG M. LYNCH, P.E., HEREBY CERTIFY THAT I AM A REGISTERED ENGINEER IN THE STATE OF I, RICHARD MURPHY of the MARTIN LUTHER FOUNDATION OF DOVER, INC, HEREBY CERTIFY GRAPHIC SCALE OF THE PUBLIC. DELAWARE, THAT THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY THAT I AM THE OWNER'S RIGHTFUL REPRESENTATIVE OF THE PROPERTY DESCRIBED AND CR-01 SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, REPRESENTS GOOD SHOWN ON THIS PLAN, THAT THE PLAN WAS MADE AT THE OWNER'S DIRECTION, AND THAT 24. MAINTENANCE OF COMMON FACILITIES: FOR MAINTENANCE OF THE COMMON FACILITIES SOILS CHART ENGINEERING PRACTICES AS REQUIRED BY THE APPLICABLE LAWS OF THE STATE OF DELAWARE. THEY ACKNOWLEDGE THE SAME TO THEIR BY ACT AND DESIRE THE PLAN TO BE DEVELOPED INCLUDING THE STORMWATER MANAGEMENT FACILITY AND COMMON AREAS SHOWN ON THE PLAN, SOIL TYPE DESCRIPTION HSG 100 AS SHOWN AND IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. SEE THE MAINTENANCE DECLARATION DATED 11/23/2004, AND OF RECORD IN THE OFFICE OF THE RECORDER OF DEEDS IN AND FOR KENT COUNTY, STATE OF DELAWARE, PLOT BOOK 671, PAGES UIA UNICOM LOAM, 0 TO 2 PERCENT SLOPES C THE PURPOSE OF THIS PLAN IS TO DEVELOP PHASE 4 OF DRAWN BY: RWS CHECK BY: CML GrB GREENWICH LOAM 2 TO 5 PERCENT SLOPES B 129 AND 308. A MASTER-PLANNED SENIOR HOUSING OPTION FACILITY 50 Up URBAN LAND C 25. THE NOTICE OF INTENT (NOI) FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION HkB HAMBROOK-URBAN LAND COMPLEX, 0 TO 5 PERCENT SLOPES B CONSISTING OF 72 APARTMENTS AND ASSOCIATED SIGNATURE DATE RICHARD MURPHY, BOARD PRESIDENT DATE ACTIVITY UNDER A NPDES GENERAL PERMIT HAS BEEN FILED WITH THE STATE OF DELAWARE IMPROVEMENTS. DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL FOR THIS PROJECT AND MARTIN LUTHER FOUNDATION OF DOVER, INC. 0 HAS BEEN ASSIGNED DATABASE I.D. # . 82

Item 4. WALKING PATH RT H NO CR-02 CR-03 CHECKED BY CR-05 CR-04 REVISIONS N45°39'39"E 1373.03' MATCH LINE SEE SHEET CR-03 OF 05 KEY MAP 1"=400' END OF PROPOSED 30' WIDE PAVED DRIVE CITY OF DOVER - EAST DOVER HUNDRED - KENT COUNTY, DELAWARE PROPOSED PCC CURB TYPE 1-6 (TYP) W W W W LUTHER VILLAGE IV R W ip -R LEGEND ap TREES TO BE W REMOVED (3) 30' 0' W 9.2 OWNER/DEVELOPER EXISTING VERTICAL PCC CURB 29 PROPOSED 6' WIDE PAVED WALK (TYP.) PROPOSED PCC CURB TYPE 1-6 W 6"FW MARTIN LUTHER FOUNDATION OF DOVER, INC. EXISTING PCC SIDEWALK PROPOSED 30' WIDE PAVED DRIVE (TYP.) W SITE PLAN PROPOSED PCC SIDEWALK W/ RAMP 430 KINGS HIGHWAY PROPOSED 6' CROSSWALK (TYP.) PROPOSED PAVED WALKWAY W FOR 6"F EXISTING BUILDING W PROPOSED BUILDING EXISTING W DOVER, DE 19901 PROPOSED FIRE WATER STORMWATER MANAGEMENT (302) 674-1408 PROPOSED GAS SERVICE PROP. STORMWATER MANAGEMENT ESMT. FH AREA EXISTING FIRE HYDRANT (2.18± ACRES) W G W 6"F FH PROPOSED FIRE HYDRANT PROPOSED 5' WIDE EXISTING FENCE PCC SIDEWALK (TYP) PROPOSED W 20' x 20' CONC. PAD 24' PROPOSED 30' HDPE P) W EXISTING WATER MAIN (TY STORM CULVERT 18' P) W PROPOSED WATER MAIN (TY W 6"F SS EXISTING SANITARY SEWER W '43 "E (TY 9' 5 7°4 P) N1 PROPOSED GAZEBO PROPOSED SANITARY SEWER W/ MANHOLE (SEE ARCH. PLANS) EXISTING STORM DRAIN W/ INLET TREE TO BE REMOVED 3-S W EXISTING SIGN W 6"F N33°43 TOR '4 GAZEBO TO BE RELOCATED AT ' 6"W 9 THE DIRECTION OF THE OWNERS 97 .07 E 1 T W 2" 57'0 PAR 35.5 ° 58.32' N23 ) PRO Y A (FFE= NITS END OF EXISTING 6"F PAVED DRIVE W SED ILD W 72 U R=600.00' PO NT BU A=83.71' CHD=N22°03'47"W P.O. BOX 299 CHL=83.64' 200 CONTINENTAL DRIVE PERRYVILLE, MD 21903 SUITE 400 6"F ME W NEWARK, DE 19713 FH PHONE (302) 323-9377 PHONE (410) 939-2144 TREES TO BE FAX (302) 323-9461 REMOVED (3) FAX (302) 323-9461 WWW.LANDMARK-SE.COM ING W UE INFOMD @ LANDMARK-SE.COM FH Landmark FD W W C INFO @ LANDMARK-SE.COM 10" W '58" °02 4"D W W PROPOSED S66 R=125.00' 4"F 4" DOMESTIC W A=54.75' W WATER CHD=N08°39'37"W W E 3 CHL=54.32' 26. W 40' 10" P:\C1243 LUTHER VILLAGE\C1243-7 RECORD AND CONSTRUCTION PLANS\PLANS\SITE (RECORD)\C1243-7 SITE PLAN.DWG Science & Engineering "W 10 4-S AY TREES TO BE YA ss W S) REMOVED (2) LL ARIE TOR PROPOSED SANITARY E ING SERVICE N V N ID TH NG BUILD 4 B U (W STI "W 10 EXI MENT T PAR8 UNITS 30 ' "W PROPOSED RESIDENT AMENITY 10 (SEE ARCH. PLANS) 1' ALL CONSTRUCTION MUST BE DONE THIS DRAWING DOES NOT INCLUDE 6.7 16 PROPOSED SANITARY THIS DRAWING AND THE DESIGN 9" E SEWER MAIN SHOWN ARE THE EXCLUSIVE IN COMPLIANCE WITH 1 53' THE OCCUPATIONAL SAFETY AND 3° SCO PROPERTY OF LANDMARK NECESSARY COMPONENTS FOR "W SCO N0 10 SCIENCE AND ENGINEERING AND FUTURE DRIVE HEALTH ACT OF 1970 AND .38' SHALL NOT BE ALTERED OR 233 THE RULES AND REGULATIONS SS CONSTRUCTION SAFETY. > COPIED WITHOUT WRITTEN "W PERMISSION. THERETO APPURTENANT 10 COMMISSION: SHEET: CR-02OF 05 TREES TO BE NG ENT 60 08/01/2024 C 2024 LANDMARK SCIENCE & ENGINEERING STI R=40.00' REMOVED (2) SS EXI RESID M C1243-7 A=26.26' SCALE: 1"=30' > CHD=N14°55'13"W Y OO FILE NAME: C1243-7 Site Plan.dwg "W TOR CHL=25.79' 10 YR 1-S TIVIT GRAPHIC SCALE DESIGN BY: CML\RWS DATE: CR-02 AC 7' .51' 74.2 S08°32'04"W 167 "W SS 45.45' 30 9'39 S25°3 > DRAWN BY: RWS CHECK BY: CML 10"W 15 SS E 93.2 5' '21" °20 S64 3' 66.3 > 0 83 CO RD

Item 4. St ep St s St WALKING PATH ORT ep N H s ep St s ep St ep s s St ep s St ep St "EDGEHILL ACRES" s ep CR-02 CR-03 ZONED R-8 s CHECKED BY CR-05 CR-04 N45°39'39"E 1373.03' REVISIONS MATCH LINE SEE SHEET CR-02 OF 05 PHASE 5 86,921.48± SF N/F KEY MAP 1"=400' CHARLES & SHIRLETTA MARSHALL FUTURE WALKING PATH (TYP) TP# 2-05-07707-08-4800 FUTURE DRIVE CITY OF DOVER - EAST DOVER HUNDRED - KENT COUNTY, DELAWARE N45°39'39"E 127.61' W W W LUTHER VILLAGE IV LEGEND FH OWNER/DEVELOPER EXISTING VERTICAL PCC CURB S46°22'17"E PROPOSED PCC CURB TYPE 1-6 MARTIN LUTHER FOUNDATION OF DOVER, INC. EXISTING PCC SIDEWALK SITE PLAN PROPOSED PCC SIDEWALK W/ RAMP PROPOSED PAVED WALKWAY FOR 430 KINGS HIGHWAY N/F EXISTING BUILDING THOMAS DOVER, DE 19901 FH PRZEMYSLAW PROPOSED BUILDING KARLOWSKI TP# 2-05-07707-08-4700 (302) 674-1408 PROP. STORMWATER MANAGEMENT ESMT. "CLEARVIEW MEADOW" FH EXISTING FIRE HYDRANT FH PROPOSED 5' WIDE PROPOSED FIRE HYDRANT PCC SIDEWALK (TYP) EXISTING FENCE 24' P) (TY W EXISTING WATER MAIN ZONED R-8 W PROPOSED WATER MAIN 9' 24' P) SS EXISTING SANITARY SEWER (TY EV 18' AR P) (TY PROPOSED SANITARY SEWER W/ MANHOLE CH G EXISTING STORM DRAIN W/ INLET GIN N/F CES DAVID DEVARD S44°20'21"E 950.01' EXISTING SIGN (TY 9' SPA FUTURE 3-STORY APARTMENT BUILDING P) TP# 2-05-07707-08-4600 (8) FUTURE 3-STORY APARTMENT BUILDING 63 UNITS 63 UNITS PHASE 7 PHASE 9 106,300.32± SF 189,918.52± SF N/F P.O. BOX 299 LISA M. 200 CONTINENTAL DRIVE 6"F RIVERA-VELEZ & PERRYVILLE, MD 21903 W EUGENIO M. SUITE 400 PROPOSED PCC CURB TYPE 1-6 (TYP) RODRIGUEZ NEWARK, DE 19713 PHONE (410) 939-2144 FH TP# 2-05-07707-08-4500 PHONE (302) 323-9377 FAX (302) 323-9461 UE FAX (302) 323-9461 FD C WWW.LANDMARK-SE.COM INFOMD @ LANDMARK-SE.COM Landmark INFO @ LANDMARK-SE.COM PROPOSED ELECTRIC SERVICE 297.27' N/F VALERIE KELYATTA BANKS P:\C1243 LUTHER VILLAGE\C1243-7 RECORD AND CONSTRUCTION PLANS\PLANS\SITE (RECORD)\C1243-7 SITE PLAN.DWG TP# 2-05-07707-08-4400 Science & Engineering PROPOSED 5' WIDE PCC SIDEWALK (TYP) R=40.00' W A=50.29' '39" S25 °39 CHD=S10°21'19"E CHL=47.04' FUTURE FUTURE SECOND FLOOR ENCLOSED WALKWAY (TYP) FUTURE DRIVE STORMWATER MANAGEMENT AREA N/F DEBRA KAY EVANS TP# 2-05-07707-08-4300 ALL CONSTRUCTION MUST BE DONE THIS DRAWING DOES NOT INCLUDE THIS DRAWING AND THE DESIGN SHOWN ARE THE EXCLUSIVE IN COMPLIANCE WITH FUTURE 2-STORY PROPERTY OF LANDMARK THE OCCUPATIONAL SAFETY AND TOWN CENTER NECESSARY COMPONENTS FOR FUTURE DRIVE PHASE 5A SCIENCE AND ENGINEERING AND HEALTH ACT OF 1970 AND 48,528.87± SF 16,000± SQ. FT. SHALL NOT BE ALTERED OR THE RULES AND REGULATIONS CONSTRUCTION SAFETY. COPIED WITHOUT WRITTEN PERMISSION. THERETO APPURTENANT 08/01/2024 1"=30' PHASE 5 COMMISSION: SHEET: CR-03OF 05 60 C 2024 LANDMARK SCIENCE & ENGINEERING 86,921.48± SF C1243-7 N/F FILE NAME: C1243-7 Site Plan.dwg LESLIE MOSLEY SCALE: GRAPHIC SCALE TP# 2-05-07707-08-4200 DESIGN BY: CML\RWS DATE: CR-03 30 DRAWN BY: RWS MATCH LINE SEE SHEET CR-04 OF 05 CHECK BY: CML 15 0 84

Item 4. 86,921.48± SF N/F LESLIE MOSLEY TP# 2-05-07707-08-4200 MATCH LINE SEE SHEET CR-03 OF 05 CHECKED BY PHASE 6 151,439.67± SF N/F LISA L. TOLBERT-SCOTT TP# 2-05-07707-08-4100 PHASE 8 REVISIONS 79,840.59± SF FUTURE 3-STORY APARTMENT BUILDING FUTURE 3-STORY APARTMENT BUILDING N/F 68 UNITS 63 UNITS MICHAEL D. SCOTT CITY OF DOVER - EAST DOVER HUNDRED - KENT COUNTY, DELAWARE MATCH LINE SEE SHEET CR-05 OF 05 TP# 2-05-07707-08-4000 "CLEARVIEW MEADOW" LUTHER VILLAGE IV OWNER/DEVELOPER ZONED R-8 MARTIN LUTHER FOUNDATION OF DOVER, INC. S44°20'21"E 950.01' SITE PLAN FOR 430 KINGS HIGHWAY N/F SERGE ARSENE NYA NYANDA & CHRISTELLE DOVER, DE 19901 FRIDELINE NAYAKIE NYA TP# 2-05-07707-08-3900 (302) 674-1408 N/F THOMAS BOYCE TP# 2-05-07707-08-3800 FUTURE DRIVE PHASE 9 189,918.52± SF N/F BENJAMIN HERRERA TP# 2-05-07707-08-3700 PHASE 6 151,439.67± SF P.O. BOX 299 200 CONTINENTAL DRIVE PERRYVILLE, MD 21903 SUITE 400 NEWARK, DE 19713 PHONE (302) 323-9377 PHONE (410) 939-2144 N/F FAX (302) 323-9461 FAX (302) 323-9461 S45°39'39"W 640.29' GARY LEWIS R=975.00' TP# 2-05-07707-08-3600 WWW.LANDMARK-SE.COM INFOMD @ LANDMARK-SE.COM Landmark A=59.90' INFO @ LANDMARK-SE.COM CHD=S43°54'03"W CHL=59.89' S06°23'32"W 43.94' "CLEARVIEW MEADOW" R=950.00' ZONED R-8 A=101.61' CHD=S36°55'33"W N/F CHL=101.56' CLEARVIEW N/F N/F N/F N/F N/F N/F N/F N/F N/F MEADOW NIKITA WEBB DANIEL D. & ANN MASTINGOR & ANNE JEAN KIMBERT MARCELIN & ZENAIDA NIEVES-CORDERO AHMED ALSAMET ABDO HOMEOWNERS EILEEN V. WILLIAMS ANH NGUYEN P:\C1243 LUTHER VILLAGE\C1243-7 RECORD AND CONSTRUCTION PLANS\PLANS\SITE (RECORD)\C1243-7 SITE PLAN.DWG CYNTHIA M. TWINE TP# 2-05-07707-08-3400 TP# 2-05-07707-08-3500 TP# 2-05-07707-08-2700 TP# 2-05-07707-08-2800 TP# 2-05-07707-08-2900 TP# 2-05-07707-08-3000 M. EMERSON MARIE DESIR MARCDARLINE CLEDOMY ASSOCIATION N/F TP# 2-05-07707-08-3200 TP# 2-05-07707-08-3300 TP# 2-05-07707-08-3100 TP# 2-05-07707-08-5200 ROSHRON B. GIVENS Science & Engineering TP# 2-05-07707-07-9900 LEGEND EXISTING VERTICAL PCC CURB EXISTING HOUSE PROPOSED PCC CURB TYPE 1-6 EXISTING PCC SIDEWALK ALL CONSTRUCTION MUST BE DONE THIS DRAWING DOES NOT INCLUDE PROPOSED PCC SIDEWALK W/ RAMP THIS DRAWING AND THE DESIGN 58' IN COMPLIANCE WITH WALKING PATH END OF EXISTING BLUECOAT STREET SHOWN ARE THE EXCLUSIVE RT H O PROPOSED PAVED WALKWAY N PAVED DRIVE PROPERTY OF LANDMARK THE OCCUPATIONAL SAFETY AND (WIDTH VARIES) NECESSARY COMPONENTS FOR EXISTING BUILDING 59' SCIENCE AND ENGINEERING AND HEALTH ACT OF 1970 AND 30' PROPOSED BUILDING CR-02 CR-03 SHALL NOT BE ALTERED OR THE RULES AND REGULATIONS CONSTRUCTION SAFETY. COPIED WITHOUT WRITTEN PROP. STORMWATER MANAGEMENT ESMT. PERMISSION. THERETO APPURTENANT FH EXISTING FIRE HYDRANT SHEET: CR-04OF 05 COMMISSION: FH 08/01/2024 60 C 2024 LANDMARK SCIENCE & ENGINEERING PROPOSED FIRE HYDRANT C1243-7 SCALE: 1"=30' EXISTING FENCE CR-05 FILE NAME: C1243-7 Site Plan.dwg GRAPHIC SCALE W EXISTING WATER MAIN CR-04 DESIGN BY: CML\RWS DATE: CR-04 W PROPOSED WATER MAIN 30 SS EXISTING SANITARY SEWER DRAWN BY: RWS CHECK BY: CML PROPOSED SANITARY SEWER W/ MANHOLE 05 EXISTING STORM DRAIN W/ INLET FH EXISTING SIGN KEY MAP 1"=400' 0 85

P:\C1243 LUTHER VILLAGE\C1243-7 RECORD AND CONSTRUCTION PLANS\PLANS\SITE (RECORD)\C1243-7 SITE PLAN.DWG N O RT H SS W W FH FH KEY MAP CR-05 CR-02 LEGEND EXISTING SIGN EXISTING FENCE WALKING PATH EXISTING BUILDING PROPOSED BUILDING EXISTING WATER MAIN PROPOSED WATER MAIN EXISTING FIRE HYDRANT EXISTING PCC SIDEWALK EXISTING SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED PAVED WALKWAY CR-04 CR-03 PROPOSED PCC CURB TYPE 1-6 EXISTING VERTICAL PCC CURB EXISTING STORM DRAIN W/ INLET PROPOSED PCC SIDEWALK W/ RAMP 1"=400' PROPOSED SANITARY SEWER W/ MANHOLE PROP. STORMWATER MANAGEMENT ESMT. FH 958.32 ' N33°43 '46"W JOHN H UNN B (WIDT ROW N ROA H VAR D IES) HN JO N W O ES) 30' BUNN ELL W BRVARI " N8 (WIDT AY H VAR '46 IES) NNDTH 39 10"W W 5° HU (WI 8 33 10"W AD 9' RO .8 10 "W 10"W 10"W " 10"W N33°43 W10 '46"W 120.28 10 ' "W 10"W R=150.00' 4 10 8"W 7' "W 22 ' A=263.40' CHD=N84°02'03"W N33°43'46"W 115.13' " CHL=230.84' W10 8"W "W 10 > FH 10 8"W "W SS ° N35°52'0 3"W 246 N25 .25' 39'3 10 2 "W "W 9"E 10 W 50.6 3' > 8"W SS S03°49'14"W 24.64' FH 10 "W 10 "W > SS B (WID B V 10 "W 8"W AB TH E AR IV S) R 10 NIT > D IE "W 8U SS Y6 G TOR UILDIN 3-S NG ENT B33 26 STI . ' EXI PARTM F.F. 36 ' A > 50 S45°39'39"W 121.47' SS 10 R=1000.00' "W R=150.00' A=209.22' A=65.93' > CHD=S09°48'49"W SS CHD=S33°04'06"W CHL=208.84' 10 "W CHL=65.40' R=1090.00' > INV. 31.17 105 A=5.99' .12' SS SS SCO 10 CHD=S20°38'00"W "W SS ( S64 IV LA SS CHL=5.99' °20 '21" DR E 2 > 49.2 G IES) SS 0' BU VAR SS DYWIDTH E SS 10" > 144 58' W .08' SS UT 30 ' MATCH LINE SEE SHEET CR-02 OF 05 > SS > S42°36'51"E 125.59' SS 10" W > UT SS > SS SS > 26' SS S25°39'39"W 48.75' > > '66 8"W W 10" SS > SS UT > SS 8"W 30' SS > > 8"W SS > SS FH > S11°11'02"E 93.10' W SS 10" T SS 8"W DEN > ESI Y R O OM TOR Y R 1-S TIVIT 5 AC > 8"W 93.2 ' SS NIT 2U Y3 G 8"W TOR UILDIN 2-S > NG ENT B33 R=1000.00' STI . > SS END OF EXISTING EXI PARTM F.F. 36 R=1090.00' A SS A=315.11' PAVED DRIVE A=263.80' S25 CHD=S24°50'05"W '39 CHD=S27°43'27"W °39 CHL=313.81' > SS E SS WITH BARRICADE '21" > "W > SS CHL=263.16' °20 S64 3' 66.3 167 SS > .51' SS > > SS 74.2 > SS > 7' SS SS > SS > > > SS SS > SS 259 .73' 48,895.41± SF PHASE 5A FH SS > G FUTURE DRIVE > SS > SS G SS > SS > N56°08'17"W 50.00' 60' 326 43,944.71± SF > PHASE 5B S08°32'04"W 30' .06' SS SS > 45.45' SS E > R=950.00' AD SS A=101.61' > ROES) I LL AR C CHD=S36°55'33"W HI V E B IDTH CHL=101.56' END OF EXISTING NO (W PAVED DRIVE WITH BARRICADE MATCH LINE SEE SHEET CR-04 OF 05 N/F REVISIONS CHECKED DRAWN BY: RWS SCALE: 1"=30' THIS DRAWING AND THE DESIGN BY 200 CONTINENTAL DRIVE SHOWN ARE THE EXCLUSIVE PROPERTY OF LANDMARK SUITE 400 SITE PLAN TP# 2-05-07707-07-9900 DESIGN BY: CML\RWS DATE: 08/01/2024 EXISTING HOUSE SCIENCE AND ENGINEERING AND NEWARK, DE 19713 ROSHRON B. GIVENS SHALL NOT BE ALTERED OR PHONE (302) 323-9377 FOR CHECK BY: CML SHEET: CR-05OF 05 COPIED WITHOUT WRITTEN FAX (302) 323-9461 PERMISSION. 0 05 30 60 WWW.LANDMARK-SE.COM LUTHER VILLAGE IV INFO @ LANDMARK-SE.COM THIS DRAWING DOES NOT INCLUDE GRAPHIC SCALE NECESSARY COMPONENTS FOR CITY OF DOVER - EAST DOVER HUNDRED - KENT COUNTY, DELAWARE CONSTRUCTION SAFETY. P.O. BOX 299 PERRYVILLE, MD 21903 COMMISSION: ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH Landmark Science & Engineering PHONE (410) 939-2144 OWNER/DEVELOPER MARTIN LUTHER FOUNDATION OF DOVER, INC. C1243-7 THE OCCUPATIONAL SAFETY AND FAX (302) 323-9461 CR-05 HEALTH ACT OF 1970 AND 430 KINGS HIGHWAY INFOMD @ LANDMARK-SE.COM THE RULES AND REGULATIONS DOVER, DE 19901 THERETO APPURTENANT (302) 674-1408 FILE NAME: C1243-7 Site Plan.dwg C 2024 LANDMARK SCIENCE & ENGINEERING 86 Item 4.

Item 4. N45°39'39"E 1373.03' DE STATE PLAN NAD 83/91 S. ET RE N ST PO AN DU RM E HW CK IG LOO SITE TH E. AY CHECKED (1 BY 3) NN END OF PROPOSED HU D. 30' WIDE PAVED DRIVE HN N R JO OW FUTURE DRIVE BR BABB DRIVE 83 /91 D A NA N45°39'39"E N TE PL PROPOSED PCC CURB 127.61' ST D E A TYPE 1-6 (TYP) 10"W 10"W 10"W LITTLE CREEK REVISIONS ROAD 13) 10"W 30' 0' UPO S. 9.2 29 NT H FH BA PROPOSED FIRE LANE IGH D OA 8"FW S46°22'17"E PROPOSED 6' WIDE PAVED WALK (TYP.) 10"W WAY YR SIGN (TYP., SEE DETAIL) ( ) (113 PROPOSED 30' WIDE PAVED DRIVE (TYP.) S. D FIRE 10 "W PROPOSED 6' CROSSWALK (TYP.) LOCATION MAP 1"=1200' 8"F W FL CITY OF DOVER - EAST DOVER HUNDRED - KENT COUNTY, DELAWARE PROPOSED 5' WIDE GENERAL DATA: EXISTING PCC SIDEWALK (TYP) STORMWATER MANAGEMENT 22 PROPOSED GAS SERVICE 1. TAX PARCEL NUMBERS: 05-77.06-02-90.00, 05-77.06-02-90.01, 05-77.06-02-90.02 AREA FL PROPOSED 4" WIDE YELLOW FIRE LANE DEMARCATION LINE (TYP) LANE 2. POSTAL ADDRESS: 400 BABB DRIVE (2.18± ACRES) W LUTHER VILLAGE IV " 10 FIRE MARSHAL RECORD TYPE PLAN G W 3. GROSS AREA: 33.63± ACRES 8 "F LUTHER VILLAGE IV OF DOVER, INC. PARCEL: 02.79± ACRES OWNER/DEVELOPER PROPOSED 4. BUILDING USE: SENIOR CITIZEN APARTMENTS 20' x 20' CONC. PAD P (TY 9' 5. WATER SUPPLY: CITY OF DOVER MARTIN LUTHER FOUNDATION OF DOVER, INC. ) 24' 6. PROP. BLDG. HEIGHT / HEIGHT OF HIGHEST FLOOR: 42'-9"± / 21'-4"± PROPOSED 8" FIRE AND 28 P) DOMESTIC WATER SERVICE W (TY 8 "F 18' 7. BUILDING CONSTRUCTION TYPE: 2B 430 KINGS HIGHWAY 3"E P) FOR 10 5'4 17 (TY 7°4 AR "W 8. BUILDING AREA TOTAL: 58,185± SF 1 CH N FIRST FLOOR: 20,205± SF EV SECOND FLOOR: 18,990± SF DOVER, DE 19901 THIRD FLOOR: 18,990± SF G GIN x DENOTES BUILDING WITHIN 9. ALL FIRE LANES, FIRE HYDRANTS, AND FIRE DEPARTMENT CONNECTIONS SHALL BE CES COVERAGE OF FIRE LANE (302) 674-1408 MARKED IN ACCORDANCE WITH THE DELAWARE STATE FIRE PREVENTION W SPA (35% MIN., 53% PROVIDED) 8 "F REGULATIONS AND PER THE APPROVED FIRE MARSHAL RECORD TYPE PLAN. (8) 10. PROPOSED BUILDING WILL HAVE AN AUTOMATED SPRINKLER SYSTEM. 7' 197 .0 3-S 11. A LOCK BOX CONTAINING KEYS FOR FIRE DEPARTMENT ACCESS TO AUTOMATIC 7'0 2"E ING SPRINKLER SYSTEM SHALL BE PROVIDED. CONTACT LOCAL FIRE CHIEF FOR "W N2 3°5 FIRE ORDERING INFORMATION AND SEE PLAN FOR LOCATIONS OF BOX ON THE BUILDING SED BUILD 10 OR PLACE AS DIRECTED BY FIRE CHIEF. END OF EXISTING 3 PO 8"F PAVED DRIVE W 12. ALL STANDPIPE AND SPRINKLER CONNECTIONS SHALL BE MARKED AND IDENTIFIED IN T PRO TMEN ITS ACCORDANCE WITH THE DELAWARE STATE FIRE PREVENTION REGULATIONS PART V, SECTION 5-11. R=600.00' PROPOSED SOLID YELLOW N PAR 5) 72 U A=83.71' 13. FIRE HYDRANTS SHALL BE COLOR-CODED IN ACCORDANCE WITH THE DELAWARE CHD=N22°03'47"W PHASE IV 12 PAINTED FIRE LANE MARKING STATE FIRE PREVENTION REGULATIONS, PART III, SECTION 3-4. YA TEXT (TYP., SEE DETAIL) LANE CHL=83.64' 5. 14. ALL PROPOSED FIRE HYDRANTS AND WATER MAINS SHALL BE INSTALLED IN TOR (FFE= 3 AREA = 2.79± ACRES W ACCORDANCE WITH THE MOST CURRENT EDITION OF THE DELAWARE STATE FIRE 8"F PREVENTION REGULATIONS (DSFPR REGULATION 702, CHAPTERS 6 & 7). BEGIN PROPOSED 10" CEMENT-LINED CLASS 52 FH 15. ALL REQUIRED MEANS OF EGRESS SHALL HAVE AN EXIT DISCHARGE CONSISTING OF DUCTILE IRON WATER MAIN EXTENSION FL NON-SLIP SURFACE, AND LEADING TO AND TERMINATING AT A PUBLIC WAY. W PROPOSED FH W 10" W DENOTES FIREFIGHTER 4" DOMESTIC WATER FD FL C W S66 PERIMETER ACCESS LEGEND 4"D '5 (75% MIN., 93% PROVIDED) PROPOSED 297.27' W W R=125.00' °02 KNOX BOX PROPOSED PCC CURB TYPE 1-6 4"F W A=54.75' W 8"E CHD=N08°39'37"W W EXISTING BUILDING CHL=54.32' 326 PROPOSED FIRE W .40 ' DEPARTMENT PROPOSED BUILDING 10" CONNECTION PROPOSED PCC CURB FH P.O. BOX 299 TYPE 1-6 (TYP) EXISTING FIRE HYDRANT 200 CONTINENTAL DRIVE FH PERRYVILLE, MD 21903 PROPOSED FIRE HYDRANT SUITE 400 W EXISTING WATER MAIN NEWARK, DE 19713 PHONE (302) 323-9377 PHONE (410) 939-2144 "W 10 4-S PROPOSED 4" WIDE SOLID YELLOW W PROPOSED WATER MAIN AY TOR PAINTED DEMARCATION LINE ON FAX (302) 323-9461 FAX (302) 323-9461 W ) PROPOSED FIRE LANE COVERAGE (50% MIN.) WWW.LANDMARK-SE.COM L RIES CURB FACE, AND CURB TOP (TYP.) I INFOMD @ LANDMARK-SE.COM L Landmark NG BUILD R=40.00' N TH V E A INFO @ LANDMARK-SE.COM STI A=50.29' N '39"W EXI MENT °39 CHD=S10°21'19"E B U ID (W "W S25 CHL=47.04' 10 T PAR NITS OWNER/DEVELOPER: Y A 48 U FUTURE DRIVE MARTIN LUTHER FOUNDATION OF DOVER, INC. 430 KINGS HIGHWAY DOVER, DE 19901 NG "W (302) 674-1408 10 1' APPLICANT: 6.7 LANDMARK SCIENCE & ENGINEERING 16 200 CONTINENTAL DRIVE, NEWARK, DE 19713 E 9" 3'1 5 3° N0 Science & Engineering P:\C1243 LUTHER VILLAGE\C1243-7 RECORD AND CONSTRUCTION PLANS\PLANS\CNST\FIRE\FIRE & WATER.DWG 12" .3 8' 233 3-3/4" STI NG ENT EXI RESID M Y TOR Y R 1-S TIVIT OO FIRE 10' MIN. PARKING 5-1/2" 1-7/8" AC FIRE ' .51' 74.27 S08°32'04"W 167 3" 18" 9"W 45.45' ALL CONSTRUCTION MUST BE DONE THIS DRAWING DOES NOT INCLUDE 39'3 S 25° 100' MAX. 1-1/2" IN COMPLIANCE WITH LANE 3" NECESSARY COMPONENTS FOR THE OCCUPATIONAL SAFETY AND LANE E '21" ' 3.25 9 °20 HEALTH ACT OF 1970 AND S64 3' 66.3 3-1/8" THE RULES AND REGULATIONS CONSTRUCTION SAFETY. CO RD 10' MIN. NOTES: THERETO APPURTENANT 1. THE SIGN SHALL HAVE A WHITE SCOTCHLITE BACKGROUND WITH RED SCOTCHLINE LETTERS, EXCEPT COMMISSION: SHEET: CF-01OF 01 60 DESIGN BY: CML\RWS DATE: 08/XX/2024 C 2024 LANDMARK SCIENCE & ENGINEERING FOR THE WORD "NO" WHICH SHALL HAVE THE COLOR C1243-7 SCHEME REVERSED. SCALE: 1"= 30' 30' MAX. 3' 2. ALL LETTERING SHALL BE 3 INCHES IN HEIGHT, EXCEPT 50.6 E 2 FOR THE WORD "PARKING" WHICH SHALL BE 2 INCHES IN GRAPHIC SCALE '39" W FIRE 8" FILE NAME: Fire & Water.dwg °39 CF-01 HEIGHT. .12' N25 105 x 3. THE SIGNS SHALL BE LOCATED AT EACH END AND 150' ON 30 8"W x CENTER ALONG FIRE LANES. 8"W 10' MIN. S11°11'02"E 93.10' DRAWN BY: RWS CHECK BY: CML 4. THE SIGNS SHALL BE LOCATED NO LESS THAN 6' BUT NO HIGHER THAN 8' ABOVE THE PAVEMENT. 15 PLAN VIEW SCALE 1" = 30' FIRE LANE MARKING DETAIL TYPICAL FIRE LANE SIGN 0 (N.T.S.) (N.T.S.) 87

Item 4. N45°39'39"E 1373.03' CLEARVIEW EDGEHILL MEADOW ACRES PHASE 5 86,921.48± SF ET CHECKED RE ST BY N MA END OF PROPOSED ER SITE CK 30' WIDE PAVED DRIVE O LO E. 83 /9 FUTURE DRIVE 1 A A N D N45°39'39"E N A PL PROPOSED PCC CURB 127.61' TE DE ST TYPE 1-6 (TYP) 10"W 10"W 10"W REVISIONS 10"W 30' 0' 9.2 29 FH S. HN 8"FW S46°22'17"E 10"W PROPOSED 6' WIDE PAVED WALK (TYP.) PO JO DU NT NN HU PROPOSED 30' WIDE PAVED DRIVE (TYP.) HI GH OW Y BR WA N PROPOSED 6' CROSSWALK (TYP.) (13 AD "W ) RO 10 PROPOSED STORM 8"F DRAIN W CITY OF DOVER - EAST DOVER HUNDRED - KENT COUNTY, DELAWARE PROPOSED 5' WIDE EXISTING PCC SIDEWALK (TYP) STORMWATER MANAGEMENT BABB DRIVE PROPOSED GAS SERVICE AREA (2.18± ACRES) "W LUTHER VILLAGE IV WAY (1 10 3) G W 8 "F OWNER/DEVELOPER WATER DISTRIBUTION PLAN NT HIG H PROPOSED 20' x 20' CONC. PAD 9' Y BA S. 13) S. DUPO P) MARTIN LUTHER FOUNDATION OF DOVER, INC. (TY (1 LITTLE CREEK ROAD RO PROPOSED 8" FIRE AND 24' AD P) DOMESTIC WATER SERVICE W (TY 8 "F 18' 10 "W 17 °45 '43 "E (TY P) C LOCATION MAP 1"= 400' FOR 430 KINGS HIGHWAY N PROPOSED GAZEBO EV HAR (SEE ARCH. PLANS) GENERAL DATA: G DOVER, DE 19901 GIN x 1. TAX PARCEL NUMBERS: 05-77.06-02-90.00, 05-77.06-02-90.01, 05-77.06-02-90.02 SPA (302) 674-1408 W 2. POSTAL ADDRESS: 400 BABB DRIVE 8 "F CES 3. GROSS AREA: 33.63± ACRES (8) LUTHER VILLAGE IV OF DOVER, INC. PARCEL: 02.79± ACRES GAZEBO TO BE RELOCATED AT 07' THE DIRECTION OF THE OWNERS E 1 97. 3-S 4. BUILDING USE: SENIOR CITIZEN APARTMENTS '02" ING ° 57 "W N23 SED BUILD 10 5. VERTICAL DATUM: NAVD 88 END OF EXISTING 6. PROJECT BENCHMARK: ELEVATION = 36.16 EXISTING SMH RIM, NEAR END OF BABB DRIVE. PO W 8"F PAVED DRIVE T PRO TMEN ITS 7. EASEMENTS: A) SEE CONFIRMATORY DEED D/478/173 CONCERNING STORMWATER EASEMENT. R=600.00' B) ALL LUTHER VILLAGE OF DOVER, INC. PARCELS SHALL HAVE CROSS-ACCESS N PAR 5) 72 U A=83.71' THROUGH THE MARTIN LUTHER FOUNDATION OF DOVER, INC. PARCEL. CHD=N22°03'47"W PHASE IV C) ALL LUTHER VILLAGE OF DOVER, INC. PARCELS SHALL HAVE ACCESS TO UTILITIES YA CHL=83.64' AND RECREATION FACILITIES WITHIN THE MARTIN LUTHER FOUNDATION OF DOVER, 5. INC. PARCEL. TOR (FFE= 3 AREA = 2.79± ACRES 8"F W BEGIN PROPOSED 10" CEMENT-LINED CLASS 52 FH DUCTILE IRON WATER MAIN EXTENSION RB CU W ST ING PROPOSED UE FH EXI W W 4" DOMESTIC WATER FD 10" C W S66 4"D URB PROPOSED ELECTRIC SERVICE GC °02 297.27' W W N STI R=125.00' EXI A=54.75' 4"F W W '58" CHD=N08°39'37"W W E 3 LL 26. CHL=54.32' WA ING 40' W EX IST 10" PROPOSED PCC CURB P.O. BOX 299 TYPE 1-6 (TYP) 200 CONTINENTAL DRIVE LL PERRYVILLE, MD 21903 WA SUITE 400 ING IST EX NEWARK, DE 19713 PHONE (302) 323-9377 PHONE (410) 939-2144 "W TOR 10 AY 4-S ss FAX (302) 323-9461 FAX (302) 323-9461 W S) WWW.LANDMARK-SE.COM LL ARIE YA INFOMD @ LANDMARK-SE.COM Landmark R=40.00' E V I INFO @ LANDMARK-SE.COM NN TH A=50.29' NG BUILD PROPOSED SANITARY "W 9'39 4 STI CHD=S10°21'19"E BU (W ID °3 SEWER SERVICE S25 EXI MENT "W CHL=47.04' 10 T PAR8 UNITS G FUTURE DRIVE NG 1 "W PROPOSED SINGLE-STORY 10 RESIDENT AMENITY 2 1' (SEE ARCH. PLANS) 6 .7 16 PROPOSED SANITARY 3 "E SEWER MAIN 19 3' 3°5 SCO SCO 4 N0 Science & Engineering P:\C1243 LUTHER VILLAGE\C1243-7 RECORD AND CONSTRUCTION PLANS\PLANS\CNST\FIRE\FIRE & WATER.DWG .38' SS 233 > PROPOSED STORM DRAIN SCO NG ENT PHASE 5 STI SS EXI RESID M > 86,921.48± SF Y OO TOR Y R 1-S TIVIT AC 7 ' .51' 74.2 S08°32'04"W 167 9"W SS 45.45' ALL CONSTRUCTION MUST BE DONE THIS DRAWING DOES NOT INCLUDE ° 39'3 S25 > IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND NECESSARY COMPONENTS FOR SS E 5 93.2 5' '21" °20 HEALTH ACT OF 1970 AND S64 3' 66.3 THE RULES AND REGULATIONS > CONSTRUCTION SAFETY. CO RD R THERETO APPURTENANT D COMMISSION: SHEET: CW-01OF 02 SS 60 DESIGN BY: CML\RWS DATE: 08/XX/2024 C 2024 LANDMARK SCIENCE & ENGINEERING RD > C1243-7 RD SCALE: 1"= 30' 6 3' 50.6 E 2 CW-01 GRAPHIC SCALE '39" W 8" FILE NAME: Fire & Water.dwg °39 N25 105 RD SS PHASE 5B x 7 .12' > RD 43,944.71± SF 30 8"W x 8"W S11°11'02"E 93.10' DRAWN BY: RWS CHECK BY: CML 15 8 RD PLAN VIEW 9 SCALE 1" = 30' 0 1 88 1

Item 4. 48-50 W. CHESTNUT STREET, SUITE 400 P.O. BOX 1786 LANCASTER, PA 17608 PHONE: 717.435.1800 FAX: 717.435.1801 SEAL PROGRESS PRINT PROJECT MARTIN LUTHER FOUNDATION OF DOVER, INC. LUTHER VILLAGE PHASE IV 101 BABB DRIVE #4000 DOVER, DELAWARE 19901 DISCLAIMERS THESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER 1 4 7 SECTION 102 OF THE COPYRIGHT ACT, 17 U.S.O. AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHITECTURAL COPYRIGHT PROTECTION ACT 1990. THE PROTECTION INCLUDES, BUT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES AND ELEMENTS OF DESIGN UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS, OR WORK REPRESENTED, CAN LEGALLY RESULT IN THE PENALTY PROVIDED. ANY REPRODUCTION OF THIS DOCUMENT IN PART OR WHOLE WITHOUT THE EXPRESS WRITTEN PERMISSION OF CORNERSTONE DESIGN LTD. - ARCHITECTS IS STRICTLY PROHIBITED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE PROCEEDING WITH THE WORK. THESE DRAWINGS HAVE BEEN PREPARED AS DESIGN/BUILD DOCUMENTS FOR USE BY THE DESIGN/BUILD CONTRACTOR AND ARE NOT COMPLETE IN SCOPE AND DETAIL FOR USE AS A SET OF COMPETITIVE BID DOCUMENTS. BIDDER ACKNOWLEDGES AND AGREES THAT THE DRAWINGS ARE INCOMPLETE; AND, SHALL BE RESPONSIBLE TO OBTAIN CLARIFICATION OF THE INTENDED SCOPE OF WORK FROM THE DESIGN/BUILD CONTRACTOR AND PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM FOR THEIR RESPECTIVE TRADE(S). 2 5 8 KEY PLAN 1 6 2 3 3 6 ISSUES 5 4 MARK DATE DESCRIPTION PROJECT PHASE SCHEMATIC NOT FOR CONSTRUCTION DESIGN 7 PROJECT NUMBER 2024039 DATE 2024 07 12 DRAWN BY KKING 8 MANAGED BY PBAHN APPROVED BY PBAHN SHEET TITLE 3D VIEWS 1 POINT OF VIEW LOCATION DIAGRAM SHEET NUMBER A001 SCALE : 1" = 60'-0" A001 89 Autodesk Docs://Luther Village - Building 4 (2024039)/2024039_ARCH_R24_Luther Village - Building 4.rvt 7/10/2024 3:57:29 PM

Item 5. N A D CONSTRUCTION PLAN SHEET INDEX N 8 3 D 14 SY EXISTING PAVED PARKING AREA N E N SHEET SP-1 EXISTING CONDITIONS S TO BE REMOVED AND REPLACED WITH T 6" TOPSOIL, SEED, AND MULCH A T E SHEET SP-2 PRELIMINARY SITE PLAN P L A N MCKEE ROAD (KCR 156A) 27 SY EXISTING PAVED PARKING AREA TO BE REMOVED AND REPLACED WITH E 6" TOPSOIL, SEED, AND MULCH EXISTING R.OW. (LOCAL ROADWAY CLASSIFICATION) SHEET SP-3 SITE PLAN DETAILS SHEET LS-1 LANDSCAPE PLAN EDGE PAVING 45 SHEET LS-2 LANDSCAPE PLAN DETAILS 22' 90' SITE SITE 43' 46 SHEET KCD-1 SEDIMENT & STORMWATER COVER SHEET 22' 45 SHEET KCD-2 SEDIMENT & STORMWATER PLAN 45 EDGE PAVING SHEET KCD-3 SEDIMENT & STORMWATER DETAILS WV UP EXISTING SIDEWALK FH IPF 4 3 4 SHEET KCD-4 SEDIMENT & STORMWATER DETAILS EXISTING R.OW. IPF S34°45'00"E ET ET WM 4 UP 210.00' GUY W EXISTING SHEET UP-1 UTILITY AND GRADING PLAN 50' PAVED UP PARKING UP 44 AREA STATE WETLANDS MAP SCALE: 1" = 1000' SHEET UP-2 UTILITY PLAN DETAILS LOCATION MAP SCALE: 1" = 1000' 45 NG STI EXI 46 42 13 LANDSCAPE V EW AY AREA 45 DRI 44 EXISTING PAV ED CHURCH 41 BUILDING 4 4 1,846 S.F. LANDSCAPE 43 11 AREA LP N.O.F. JOE W. BURDEN, JR. ED-05-067.00-01-16.00 DR WQ-10-164 3 ZONED R-8 N.O.F. 200 SY EXISTING PAVED FAITHWORK, LLC PARKING AREA ED-05-067.00-01-20.00 41 43 TO BE REMOVED DR D-8107-189 ZONED R-8 42 9 SHED 41 44 40 2 4 43 40 42 42 43 41 0 4 565.00' 565.00' 42 42 N55°15' 00"E S55°15' 00"W EXISTING WOODS LINE 41 25' 25' 42 42 N.O.F. 42 JOE W. BURDEN, JR. ED-05-067.00-01-24.01 N.O.F. DR WQ-10-164 W O O D E D JOE W. BURDEN, JR. ZONED R-8 ED-05-067.00-01-24.01 DR X-51-321 A R E A 42 ZONED R-8 42 41 41 LEGEND PROPERTY BOUNDARY BUILDING SETBACK LINE 4 1 RIGHT-OF-WAY LINE 25' 40 40 LOT LINE BUILDING SETBACK LINE CMF TREE LINE N34°45'00"W 210.00' 41 LOT NUMBER 23 EXISTING CONTOUR 26 40 N.O.F. N.O.F. TEST PIT LOCATION JOE W. BURDEN, JR. FAITHWORK, LLC TP# ED-05-067.00-01-24.01 ED-05-067.00-01-20.00 APPROVED SOILS LINE DR WQ-10-164 DR D-8107-189 ZONED R-8 ZONED R-8 EXISTING UTILITY POLE UP OVERHEAD ELECTRIC LINE WETLAND DELINEATION LINE M EXISTING CONDITIONS WETLAND BUFFER LINE E BLUE LINE STREAM BUFFER 100 YEAR FLOOD PLAIN CHURCH OF THE 868 Greenwood Road - Greenwood, DE 19950 TAX DITCH ROW LINE CONCRETE MONUMENT FOUND CMF (302) 697-2239 - (302) 349-5381 NAZARENE REVISIONS: CAPPED PIN SET CPS SITUATE IN: EAST DOVER HUNDRED - CITY OF DOVER, DELAWARE 0 20 40 80 PROJECT NO: 21-203 DGN FILE: 21-203 DATE: 07/05/24 SCALE: 1" = 40' SHT: SP-1 90

Item 5. N A D N 8 3 D N E N S TRIP GENERATION - MCKEE ROAD (KCR 156A) T (FULL MOVEMENT) A T E ROAD TRAFFIC DATA: P L A N MCKEE ROAD (KCR 156A) N FUNCTIONAL CLASSIFICATION - LOCAL ROADWAY POSTED SPEED LIMIT 25 MPH E EXISTING R.OW. (LOCAL ROADWAY CLASSIFICATION) AADT = 118 (FROM 2023 DELDOT TRAFFIC SUMMARY) EXISTING 10 YR PROJECTED AADT=1.16 x 118 TRIPS=137 TRIPS ENTRANCE TRAFFIC PATTERN GROUP 4 (2023 TRAFFIC SUMMARY) K-FACTOR=13, D-FACTOR=57.6, TRUCK COMBO UNIT=NA 139(48){95} SITE TRAFFIC DATA: 7(2){5} EDGE PAVING SOURCE: ITE TRIP GENERATION MANUAL 11TH EDITION ENTRANCE - FULL MOVEMENT 22' 45 DESIGN VEHICLE: SINGLE UNIT TRUCK (SU-30) SITE 90' SITE 43' ITE LAND USE 560 (CHURCH) 11TH EDITION C L C L C L EXISTING CHURCH GROSS FLOOR AREA=1,836 S.F. 22' 139(45){95} SUN ADT: 58 TRIPS (29 ENTER, 29 EXIT) 8(2){5} SUN PK HR: 20 TRIPS (10 ENTER, 10 EXIT) R=25' MCKEE ROAD (KCR 156A) PROPOSED CHURCH GROSS FLOOR AREA=9,306 S.F. R=15' 137 (10 YR PROJECTED ADT) SUN ADT: 293 TRIPS (147 ENTER, 146 EXIT) = 2 EDGE PAVING R 5 SUN PK HR: 97 TRIPS (47 ENTER, 50 EXIT) ' WV 5' WIDE CONC S/W CONC S/W NET INCREASE IN TRIPS: UP EXISTING SIDEWALK SUN ADT: 236 TRIPS (118 ENTER, 118 EXIT) 43 FH IPF SUN PK HR: 78 TRIPS (37 ENTER, 41 EXIT) EXISTING R.OW. IPF S34°45'00"E ET ET WM 20' UP 95% TO/FROM WEST, 5% TO/FROM EAST 210.00' GUY W TRAFFIC GENERATION DIAGRAM 50' 51' TRIPS PER DAY (SUN PK HOUR){DISTRIBUTION PERCENTAGE} PEAK HOUR HV% OF SITE = 10% UP 45 UP STATE WETLANDS MAP SCALE: 1" = 1000' EXISTING 12 45 1 LOOP WAVE STYLE BIKE RACK LOCATION MAP SCALE: 1" = 1000' PAVING 3 BIKE CAPACITY WALL PACK LIGHT (TYP) TO (SEE DETAIL SHEET SP-2) PROVIDE 1.5 FOOT CANDLES AT GRADE INSTALL PARKING BARRIERS ON PORCH CONC S/W EXISTING PARKING SPACES 12" 16 46 8' 8' 8' LANDSCAPE AREA NG STI EXISTING EDGE PAVING EXI 67' 44 PROPOSED 16' BEGIN PCC CURB RESERVED 2C CHURCH V EW AY BUILDING PARKING 2C DRI LANDSCAPE 9,306 S.F. 44 AREA LP N.O.F. PAV ED JOE W. BURDEN, JR. 18" 4 87' ED-05-067.00-01-16.00 4 DR WQ-10-164 6" ZONED R-8 4 3 N.O.F. 20' 18' END PCC CURB FAITHWORK, LLC 12' ED-05-067.00-01-20.00 2" 8 DR D-8107-189 42 ZONED R-8 18' 7 9' HANDICAP SIGN DETAIL SHED (NOT TO SCALE) 24' NEW PAVED PCC CURB 41 PARKING AREA TYPE 1-6 40 12 44 15' x 10' ENCLOSED DUMPSTER PAD WITH FENCE AND GATE (SEE DETAIL SHEET SP-2) FacA HbB 43 PROPOSED PERMEABLE PAVEMENT FACILITY 1 4 565.00' 565.00' 42 42 N55°15' 00"E 42 S55°15' 00"W EXISTING WOODS 25' 25' LINE 419' 42 N.O.F. JOE W. BURDEN, JR. ED-05-067.00-01-24.01 N.O.F. DR WQ-10-164 W O O D E D JOE W. BURDEN, JR. ZONED R-8 ED-05-067.00-01-24.01 DR X-51-321 FacA A R E A HbB ZONED R-8 41 Fa cA BUILDING SETBACK LINE Hb LEGEND B 25' 40 PROPERTY BOUNDARY RIGHT-OF-WAY LINE CMF N34°45'00"W 210.00' LOT LINE BUILDING SETBACK LINE TREE LINE N.O.F. N.O.F. JOE W. BURDEN, JR. LOT NUMBER 23 FAITHWORK, LLC ED-05-067.00-01-24.01 ED-05-067.00-01-20.00 DR WQ-10-164 EXISTING CONTOUR 26 DR D-8107-189 ZONED R-8 ZONED R-8 TEST PIT LOCATION TP# APPROVED SOILS LINE EXISTING UTILITY POLE UP M PRELIMINARY SITE PLAN OVERHEAD ELECTRIC LINE E WETLAND DELINEATION LINE WETLAND BUFFER LINE OWNER CERTIFICATION ENGINEER CERTIFICATION CHURCH OF THE 868 Greenwood Road - Greenwood, DE 19950 BLUE LINE STREAM BUFFER 100 YEAR FLOOD PLAIN WE, CHURCH OF THE NAZARENE, HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE PROPERTY DESCRIBED AND SHOWN ON THIS PLAN, THAT THE PLAN WAS MADE AT OUR DIRECTIONS, AND THAT I, KEVIN R. MINNICH, HEREBY CERTIFY THAT I AM A REGISTERED ENGINEER IN THE STATE OF DELAWARE, THAT THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY (302) 697-2239 - (302) 349-5381 NAZARENE WE ACKNOWLEDGE THE SAME TO BE OUR ACT AND DESIRE THE PLAN TO BE DEVELOPED AS SUPERVISION AND TO MY BEST KNOWLEDGE AND BELIEF REPRESENTS GOOD ENGINEERING REVISIONS: SHOWN IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. PRACTICES AS REQUIRED BY THE APPLICABLE LAWS OF THE STATE OF DELAWARE. TAX DITCH ROW LINE SITUATE IN: EAST DOVER HUNDRED - CITY OF DOVER, DELAWARE CONCRETE MONUMENT FOUND CMF 0 20 40 80 CAPPED PIN SET CPS DANIEL ADJOCY - CHURCH OF THE NAZARENE DATE KEVIN R. MINNICH, PE #9027 DATE PROJECT NO: 21-203 DGN FILE: 21-203 DATE: 07/05/24 SCALE: 1" = 40' SHT: SP-2 91

Item 5. 10' - 0" Inside Dimension 2.25" 2.25" 2.5" GATE POST 1" 3" BLACK VINYL COATED 3/8" MESH GATE FULCRUM LATCH POST W/ STRIKE STRAP 0" 2" BLACK VINYL COATED 7' - SQ GATE FRAME (TYP 4 SIDES) FINIAL 12" TENSION BAR (TYP 4 SIDES) BRICK ROWLOCK CAP BRICK VENEER TO MATCH BUILDING HORIZONTAL JOINT REINFORCING 8" OC VERT. ALL JOINTS 2 1/2" 2" WELDED TO MAKE DROP BAR BLACK VINYL COATED 8" CMU A SOLID FRAME IN SLEEVE IN: 12" 2.5" GATE POST 7' -0" MIN DEPTH #5 @ 48" OC GROUT ALL CORES SEE SPECS. IN: 36" SQUARE END POSTS, EXPANSION JOINT WIDTH FINIAL POST TOP REINFORCED 4,000 PSI CONCRETE GROUT COLLAR BRICK PAVER EDGING WITH 1/2" WITH #3 BARS @ 12" CENTERED EACH WAY 3" CLEARANCE TYPICAL JOINT SOLID ELEVATION VIEW MORTAR JOINTS AND 1" MORTAR BED (MAX.) SEE PLAN FOR DESIGN OF BRICK WATERPROOF EXPANSION JOINT Not To Scale ACCENTS IN CONCRETE FINISHED GRADE BRICK COLOR AS SPECIFIED BY OWNER SLOPE 1/4" / FT TO PARKING 6" 6" A 30" 12" 36" 12" CMU CRUSHED STONE 2' 20" 3,000 PSI POURED CONCRETE FOOTER 12" A 12" #4 @ 4'-0" OC 12" (3) #4 CONTINUOUS 3" CLEARANCE TYP. SQ. COMPACTED SUBGRADE 8" BLOCK 3' - 0" 11' -5" 10' 15' CROSS SECTION A-A Not To Scale 4" BRICK VENEER 2' 10' PLAN VIEW Not To Scale DUMPSTER ENCLOSURE WITH GATE DETAIL M SITE PLAN DETAILS E CHURCH OF THE 868 Greenwood Road - Greenwood, DE 19950 (302) 697-2239 - (302) 349-5381 NAZARENE REVISIONS: SITUATE IN: EAST DOVER HUNDRED - CITY OF DOVER, DELAWARE 0 20 40 80 PROJECT NO: 21-203 DGN FILE: 21-203 DATE: 07/05/24 SCALE: 1" = 40' SHT: SP-3 92

Item 5. 93

Item 5. 94

Item 5. N N SITE MCKEE ROAD (KCR 156A) EXISTING R.OW. (LOCAL ROADWAY CLASSIFICATION) SITE EXISTING GAS MAIN EDGE PAVING 22' 45 EXISTING MH RIM EL=45.19 EX 8" PVC SANITARY SEWER MAIN 90' 43' INV EL=??.?? C L C L C L 22' R=25' R = 2 EDGE PAVING 5 ' WV 5' WIDE CONC S/W CONC S/W UP EXISTING SIDEWALK 43 FH IPF EXISTING R.OW. IPF S34°45'00"E ET ET WM 20' UP 210.00' GUY EX 8" WATER MAIN LOCATION MAP SCALE: 1" = 1200' W LOCATION MAP SCALE: 1" = 400' 50' 51' 45 UP UP 45 45 EXISTING PAVING 12 44 PORCH 43.49 CONC S/W 16 46 8' 8' 8' LANDSCAPE AREA NG STI EXI 67' 44 PROPOSED 16' CHURCH V EW AY BUILDING DRI LANDSCAPE 9,306 S.F. 44 AREA 43.63 42.78 LP N.O.F. PAV ED JOE W. BURDEN, JR. 43.00 43 4 87' ED-05-067.00-01-16.00 4 42.80 DR WQ-10-164 43.31 43 ZONED R-8 4 3 N.O.F. 20' 18' FAITHWORK, LLC 12' 43.49 43.49 42.98 43 ED-05-067.00-01-20.00 43.20 42.89 8 DR D-8107-189 42 43.00 42.80 42.53 ZONED R-8 18' 7 9' 43 SHED 24' NEW PAVED 41 42.91 PARKING AREA 42.31 42.18 42.13 40 12 44 42 42.63 42.32 42.04 FacA HbB 43 1 4 565.00' 565.00' 42 42 N55°15' 00"E EXISTING 42 S55°15' 00"W WOODS LINE 25' 25' 42 N.O.F. JOE W. BURDEN, JR. ED-05-067.00-01-24.01 N.O.F. DR WQ-10-164 W O O D E D JOE W. BURDEN, JR. ZONED R-8 ED-05-067.00-01-24.01 DR X-51-321 FacA A R E A HbB ZONED R-8 41 LEGEND PROPERTY BOUNDARY RIGHT-OF-WAY LINE Fa cA BUILDING SETBACK LINE Hb B LOT LINE 25' 40 BUILDING SETBACK LINE CMF EXISTING CONTOUR 26 N34°45'00"W 210.00' PROPOSED CONTOUR (26) EXISTING STORM DRAIN N.O.F. N.O.F. PROPOSED STORM DRAIN JOE W. BURDEN, JR. FAITHWORK, LLC ED-05-067.00-01-24.01 ED-05-067.00-01-20.00 EXISTING SANITARY SEWER S DR WQ-10-164 DR D-8107-189 ZONED R-8 ZONED R-8 PROPOSED SANITARY SEWER S M UTILITY & GRADING PLAN EXISTING WATER LINE W E PROPOSED WATER LINE W CHURCH OF THE EXISTING UTILITY POLE 868 Greenwood Road - Greenwood, DE 19950 EXISTING ROAD SIGN (302) 697-2239 - (302) 349-5381 NAZARENE REVISIONS: + + EXISTING SPOT ELEVATION 26 27 SITUATE IN: EAST DOVER HUNDRED - CITY OF DOVER, DELAWARE PROPOSED SPOT ELEVATION (26 27) 0 20 40 80 PROJECT NO: 21-203 DGN FILE: 21-203 DATE: 07/05/24 SCALE: 1" = 40' SHT: UP-1 95

Item 5. M UTILITY PLAN DETAILS E CHURCH OF THE 868 Greenwood Road - Greenwood, DE 19950 (302) 697-2239 - (302) 349-5381 NAZARENE REVISIONS: SITUATE IN: EAST DOVER HUNDRED - CITY OF DOVER, DELAWARE 0 20 40 80 PROJECT NO: 21-203 DGN FILE: 21-203 DATE: 07/05/24 SCALE: 1" = 40' SHT: UP-2 96

Item 5. Church of the Nazarene Sediment and Stormwater Management Plan East Dover Hundred St Jones River Watershed Tax Parcel: ED-05-067.00-01-17.00-000 Kent County, Delaware N N SITE SITE LOCATION MAP SCALE: 1" = 1000' LEGEND PROPERTY BOUNDARY RIGHT-OF-WAY LINE STREET CENTERLINE SHEET INDEX ENGINEER'S CERTIFICATION: LOT LINE I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED UNDER MY SUPERVISION AND TO THE SHEET KCD-1 SEDIMENT & STORMWATER COVER SHEET BEST OF MY KNOWLEDGE COMPLIES WITH THE APPLICABLE STATE AND LOCAL REGULATIONS BUILDING SETBACK LINE AND ORDINANCES. SHEET KCD-2 SEDIMENT & STORMWATER MANAGEMENT PLAN ______________________________________________________________________________________ STREAM BUFFER LINE SHEET KCD-3 SEDIMENT AND STORMWATER DETAILS KEVIN R. MINNICH, PROFESSIONAL ENGINEER DATE MINNICH ENGINEERING & LAND PLANNING INC. WETLANDS LINE 868 GREENWOOD ROAD SHEET KCD-4 SEDIMENT AND STORMWATER DETAILS GREENWOOD, DE 19950 WOODS LINE (302) 697-2239 VOICE krminnich@comcast.net LOT NUMBER 23 EXISTING CONTOUR 26 OWNER'S CERTIFICATION: PROPOSED CONTOUR (26) I, THE UNDERSIGNED, CERTIFY THAT ALL LAND CLEARING, CONSTRUCTION AND DEVELOPMENT SHALL BE DONE PURSUANT TO THE APPROVED PLAN AND THAT RESPONSIBLE PERSONNEL EXISTING STORM DRAIN (I.E., BLUE CARD HOLDER) INVOLVED IN THE LAND DISTURBANCE WILL HAVE A CERTIFICATION OF TRAINING PRIOR TO INITIATION OF THE PROJECT, AT A DNREC SPONSORED OR APPROVED TRAINING COURSE FOR THE CONTROL OF EROSION AND SEDIMENT DURING CONSTRUCTION. IN ADDITION, I PROPOSED STORM DRAIN GRANT THE DNREC SEDIMENT AND STORMWATER PROGRAM AND/OR THE RELEVANT DELEGATED AGENCY THE RIGHT TO CONDUCT ON-SITE REVIEWS, AND I UNDERSTAND MY RESPONSIBILITIES EXISTING SANITARY SEWER S UNDER THE NPDES CONSTRUCTION GENERAL PERMIT, AS REFERENCED ON THIS COVER SHEET. EXISTING WATER LINE W ______________________________________________________________________________________ PROPOSED SANITARY SEWER S WASHINGTON DISTRICT ADVISORY BOARD CHURCH OF THE NAZARENE PROPOSED WATER LINE W DANIEL ADJOCY PO BOX 327 EXISTING UTILITY POLE FREDERICA, DE 19946 DANIEL_ADJ@YAHOO.COM EXISTING ROAD SIGN KENT CONSERVATION DISTRICT APPROVAL + + EXISTING SPOT ELEVATION 26 27 PROPOSED SPOT ELEVATION (26 27) M COVER SHEET SILT FENCE E SUPER SILT FENCE SSF CHURCH OF THE SOIL DELINEATION LINE 868 Greenwood Road - Greenwood, DE 19950 LIMIT OF DISTURBANCE LINE (302) 697-2239 - (302) 349-5381 NAZARENE IP-2 REVISIONS: INLET PROTECTION TYPE 2 SITUATE IN: EAST DOVER HUNDRED - CITY OF DOVER, DELAWARE COMPOST FILTER LOG CFL 0 20 40 80 PROJECT NO: 21-203 DGN FILE: 21-203 DATE: 07/05/24 SCALE: 1" = 40' SHT: KCD-1 97

Item 5. N A D SOILS DESCRIPTION N 8 3 D N E N S T A T E P L A N E MCKEE ROAD (KCR 156A) EXISTING R.OW. (LOCAL ROADWAY CLASSIFICATION) EDGE PAVING 45 22' 45 SITE 90' SITE 46 43' 22' 45 45 EDGE PAVING WV PROPOSED 5' WIDE CONC S/W CONC S/W UP EXISTING SIDEWALK 43 4 FH IPF 3 4 EXISTING R.OW. IPF S34°45'00"E ET ET WM 4 UP 210.00' GUY W UP 50' 51' 45 UP 44 EXISTING STATE WETLANDS MAP SCALE: 1" = 1000' PAVED 45 LOCATION MAP SCALE: 1" = 1000' NG 45 STI PARKING EXI 45 AREA SITE BENCHMARK MH RIM 44 39.182 LAT, -75.560 LONG INSTALL PERIMETER SILT FENCE BM ELEVATION=45.19 IN LOCATIONS AS SHOWN 46 PORCH V EW AY 43.49 CONC S/W 42 EXISTING EDGE PAVING DRI 46 PAV ED 45 67' 44 44 PROPOSED 87' BEGIN PCC CURB 41 CHURCH 4 4 43 BUILDING INSTALL STABILIZED STONE 9,306 S.F. 44 LP 42.78 43.63 CONSTRUCTION ENTRANCE N.O.F. JOE W. BURDEN, JR. 43.00 43 4 ED-05-067.00-01-16.00 4 42.80 DR WQ-10-164 43.31 43 ZONED R-8 4 3 N.O.F. END PCC CURB FAITHWORK, LLC 12' 43.49 43.49 42.98 43 ED-05-067.00-01-20.00 41 43 43.20 42.89 DR D-8107-189 42 43.00 42.80 42.53 ZONED R-8 9' 18' 43 SHED NEW PAVED PCC CURB 41 42.91 AREA IN LIMIT OF PARKING AREA TYPE 1-6 42.31 DISTURBANCE=1.2 ACRES 42.18 42.13 40 4444 42 42.63 42.32 42.04 2 FacA 4 HbB TEMPORARY SOIL 43 40 CW GB 43 STOCKPILE AREA PROPOSED PERMEABLE PAVEMENT FACILITY 42 1 41 4 0 4 565.00' 565.00' INSTALL CONCRETE WASHOUT LENGTH=6', WIDTH=6', D=3' 42 442 2 42 N55°15' 00"E GEOTEXTILE 42 S55°15' 00"W DEWATERING BAG 25' 25' 2 EXISTING WOODS LINE 42 4 N.O.F. JOE W. BURDEN, JR. ED-05-067.00-01-24.01 N.O.F. DR WQ-10-164 W O O D E D JOE W. BURDEN, JR. ZONED R-8 ED-05-067.00-01-24.01 DR X-51-321 FacA A R E A 42 HbB ZONED R-8 41 Fa cA LEGEND BUILDING SETBACK LINE 4 1 Hb B 25' 4040 PROPERTY BOUNDARY RIGHT-OF-WAY LINE CMF LOT LINE N34°45'00"W 210.00' BUILDING SETBACK LINE TREE LINE N.O.F. N.O.F. LOT NUMBER 23 JOE W. BURDEN, JR. FAITHWORK, LLC ED-05-067.00-01-24.01 ED-05-067.00-01-20.00 EXISTING CONTOUR 26 DR WQ-10-164 DR D-8107-189 ZONED R-8 ZONED R-8 TEST PIT LOCATION TP# APPROVED SOILS LINE EXISTING UTILITY POLE UP M SEDIMENT & STORMWATER OVERHEAD ELECTRIC LINE WETLAND DELINEATION LINE E MANAGEMENT PLAN WETLAND BUFFER LINE BLUE LINE STREAM BUFFER 868 Greenwood Road - Greenwood, DE 19950 CHURCH OF THE (302) 697-2239 - (302) 349-5381 100 YEAR FLOOD PLAIN REVISIONS: NAZARENE TAX DITCH ROW LINE SITUATE IN: EAST DOVER HUNDRED - CITY OF DOVER, DELAWARE CONCRETE MONUMENT FOUND CMF CAPPED PIN SET CPS 0 20 40 80 PROJECT NO: 21-203 DGN FILE: 21-203 DATE: 07/05/24 SCALE: 1" = 40' SHT: KCD-2 98

Item 5. VEGETATIVE STABILIZATION WITH TEMPORARY SEEDING TABLE TS 1 1. ALL TEMPORARY SEEDING PRACTICES TO BE IN ACCORDANCE WITH THE TEMPORARY SEEDINGS BY RATES, DEPTHS AND DATES DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. 2. LIME - APPLY DOLOMITIC LIMESTONE AT A RATE OF 2 TONS PER ACRE. Seeding Rate Planting Depth 2/ Seedings Dates 6/ 3. PREFERRED TEMPORARY SEEDING MIXTURE: A. RYEGRASS - APPLY AT 40 POUNDS PER ACRE B. WEEPING LOVEGRASS - APPLY AT 3 POUNDS PER ACRE Species 3/ Per Lbs/1000 (inches) COASTAL PLAIN PIEDMONT 4. FERTILIZER - APPLY 10-10-10 AT A RATE OF 600 POUNDS PER ACRE Acre Sq.ft. 2/1- 5/1- 8/15- 3/1- 5/1- 8/15- 5. MULCHING MATERIALS AND AMOUNTS: 4/30 8/14 11/30 4/30 8/14 11/15 A. STRAW - APPLY AT A RATE OF 2 BALES PER 1,000 SQUARE FEET B. WOOD CHIPS - APPLY AT A RATE OF 275 POUNDS PER 1,000 S.F. Choose one: 5/ 5/ C. WOOD CELLULOSE FIBER - APPLY AT A RATE OF 35 POUNDS/1,000 Barley 2 1/2bu. 2.8 1-2 x -- By 10/15 x -- By 10/15 Oats 3bu. 2.2 2-2 x -- -- x -- SQUARE FEET BY HYDROSEEDING Rye 2 1/2bu. 3.2 1-2 x -- x x -- x 6. MULCH ANCHORING TOOL - TRACKING AND/OR LIQUID MULCH BINDERS. Italian perennial 5/ 5/ ryegrass1/ 40 lbs. 1.0 1/4-1/2 x -- By 11/1 x -- By 11/1 VEGETATIVE STABILIZATION WITH PERMANENT SEEDING -- x -- -- x -- Millet 40 lbs. 1.0 1/2 1. ALL PERMANENT SEEDING PRACTICES TO BE IN ACCORDANCE WITH THE DELAWARE EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. Weeping, Boer or Lehmann's lovegrass 3 lbs. .1 1/4-1/2 -- x -- -- x -- 2. LIME - APPLY DOLOMITIC LIMESTONE AT 2 TONS PER ACRE. Sudangrass 4/ 40 lbs. 1.0 1-2 -- x -- -- x -- 3. PREFERRED PERMANENT SEEDING MIXTURES: A. KENTUCKY 31 TALL FESCUE APPLIED AT 60 POUNDS PER ACRE B. KENTUCKY BLUEGRASS APPLIED AT 90 POUNDS PER ACRE 1/ Use only on areas where seed stalks and volunteer growth are acceptable. 2/ Applicable on slopes 3:1 or less. 3/ Use varieties currently recommended for delaware. Use certified seed when available. 4. FERTILIZER - APPLY 10-10-10 AT A RATE OF 1,000 POUNDS PER 4/ Use common sudangrass varieties only. Do not use hybrids. ACRE WORKED INTO THE TOP 4-6 INCHES OF SOIL 5/ Twenty pounds per acre of annual lespedeza may be added to 1/2 the seeding rate of any species used for seeding. 6/ Between fall and spring seeding dates, use mulching only or sodding practices. 5. MULCHING MATERIALS AND AMOUNTS: x Applicable during entire period. -- Not applicable in period. A. STRAW - APPLY AT A RATE OF 2 BALES PER 1,000 SQUARE FEET B. WOOD CHIPS - APPLY AT A RATE OF 275 POUNDS PER 1,000 S.F. C. WOOD CELLULOSE FIBER - APPLY AT A RATE OF 35 POUNDS/1,000 SQUARE FEET BY HYDROSEEDING 6. MULCH ANCHORING TOOL - TRACKING AND/OR LIQUID MULCH BINDERS. 7. IRRIGATION - APPLY ADEQUATE MOISTURE FOR SEED GERMINATION AND PLANT GROWTH 8. MAINTENANCE - RE-ESTABLISH FAILED AREAS AS SOON AS POSSIBLE. INSPECT, IRRIGATE, AND RE-FERTILIZE FOR ONE YEAR PERMANENT SEEDING AND SEEDING DATES SEEDING MIXTURES SEEDING RATES OPTIMUM SEEDING DATES (d) Mix (Use certified seed) Lbs/ Lbs/1000 COASTAL PLAIN PIEDMONT No. (if available) Acre Sq.ft. 2/1-4/30 5/1-8/14 8/15-10/31 3/1-4/30 5/1-7/31 8/1-10/15 1 "Kentucky 31" Tall Fescue 60 1.38 X -- X X -- X "Kentucky 31" Tall Fescue 60 1.38 2 "Boer" "Lehmans" -- X -- -- X -- Weeping Lovegrass (a) 2 .05 "Kentucky 31" Tall Fescue* 50 1.15 3 "Korean" lespedeza, X -- -- X -- -- inoculated (b)(g) 15 .34 "Kentucky 31" Tall Fescue* 40 .92 X -- X X -- X 4 "Interstate" Serica lespedeza, inoculated(b)(g) 20 .46 Chemung Crownvetch, 15 .34 inoculated (g) X -- -- X -- -- 5 Redtop 3 .07 Chemung Crownvetch, 15 .46 6 inoculated (g) X -- -- X -- -- "Kentucky 31" Tall Fescue* 40 .92 "Kentucky 31" Tall Fescue (75%) 7 Redtop (5%) 90 2 -- -- X X X X Canda Bluegrass (10%) Kentucky Bluegrass (10%) Kentucky Bluegrass (50%) Pennlawn" or "Jamestown" 8 90 2 X -- X X -- X Red Fescue (40%) Redtop (10%) Droughty Areas "Kentucky 31" Fescue* 30 .69 X -- X X -- X 9 Redtop 5 .11 Weeping lovegrass 2 .05 10 Serecia lespedeza, 20 .46 X X -- X X -- inoculated (b)(g) Poorly Drained Areas 11 X -- X X -- X "Kentucky 31" Fescue* 30 .69 12 Reed canarygrass (c) 10 .23 -- -- -- -- X X Shaded Areas -- -- X -- -- X 13 "Kentucky 31" Fescue* 10 .23 "Pennlawn" or "Jamestown" 40 .92 14 X -- X X -- X Red Fescue Lawns & High Maint. Areas "Plush","Birka","Parade", "Vantage","Columbia", "Merion","Adelphi","South 15 "Dakota"or"Kenblue"Kentucky Bluegrass** (90%) 90 2 -- -- X X X X "Pennlawn" or "Jamestown" Red Fescue (10%) 10 .23 "Kentucky 31" Fescue* 220- 16 X X(e) X X X(e) X 260 5-6 M SEDIMENT & EROSION E CONTROL DETAILS 868 Greenwood Road - Greenwood, DE 19950 (302) 697-2239 - (302) 349-5381 CHURCH OF THE REVISIONS: NAZARENE SITUATE IN: EAST DOVER HUNDRED - CITY OF DOVER, DELAWARE PROJECT NO: 21-203 DGN FILE: 21-203 DATE: 07/05/24 NOT TO SCALE SHT: KCD-3 99

Item 5. M SEDIMENT & EROSION E CONTROL DETAILS 868 Greenwood Road - Greenwood, DE 19950 (302) 697-2239 - (302) 349-5381 CHURCH OF THE REVISIONS: NAZARENE SITUATE IN: EAST DOVER HUNDRED - CITY OF DOVER, DELAWARE PROJECT NO: 21-203 DGN FILE: 21-203 DATE: 07/05/24 NOT TO SCALE SHT: KCD-4 100

Item 5. (302) 697-2239 VOICE 868 GREENWOOD ROAD (302) 495-7244 VOICE GREENWOOD, DE 19950 August 8, 2024 Dawn Melson-Williams City of Dover Planning Department P.O. Box 475 Dover, DE 19903 RE: Church of the Nazarene Project No. 21-203 Dear Dawn, The City of Dover Zoning Ordinance under Article 6, Section 3.6 (b) requires parking areas and access drives to be curbed. The owner is hereby requesting a partial waiver of this requirement for the existing paved area. Parking stops would be provided in the existing paved parking area as opposed to the installation of required curbing. The new proposed parking area to be constructed to the Southwest of the existing parking area will be curbed and meet the zoning ordinance requirements of Article 6 mentioned above. Thank you for your consideration in this matter. Sincerely, Kevin R. Minnich Professional Engineer 101

Item 5. SYMBOLS STRUCTURAL SPECIFICATIONS AND NOTES SITE MAP 1. CONCRETE SPECIFICATIONS: c. FASTENERS: ASTM A325N 8. PROVIDE BLOCKING OR DOUBLE FLOOR JOIST UNDER ALL WALLS PARALLEL TO JOISTS. A1 A1 A-3.01 a. CAST-IN-PLACE CONCRETE DESIGN MIX TO PROVIDE 3,500 PSI 28 DAY COMPRESSIVE STRENGTH d. ANCHOR BOLTS: ASTM A307 9. PROVIDE SOLID BRIDGING AT MID-SPAN FOR JOISTS 10' OR GREATER IN LENGTH. A-2.01 A-2.01 A1 A1 b. PORTLAND CEMENT: ASM C150, TYPE 1 e. PRIMER PAINT: FABRICATOR'S STANDARD RUST INHIBITING PRIMER. 10. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS (UNLESS NOTED OTHERWISE). A-3.01 c. AGGREGATE: NORMAL WEIGHT AGGREGATES, ASM C33 f. STRUCTURAL TUBING: ASTM A500 GR. B 11. ENGINEERED WOOD BEAMS: MANUFACTURE AND INSTALL IN ACCORDANCE WITH WRITTEN SECTION d. BARS: DEFORMED STEEL, ASTM A615, GRADE 60. g. PROVIDE A MINIMUM 3/8" THICK FULL DEPTH THRU-PLATE FOR ALL PIPE AND TUBE COLUMN SPECIFICATIONS BY "ILEVEL" OR EQUIVALENT ELEVATION CONNECTIONS e. MESH: WELDED STEEL WIRE FABRIC ASTM A185 a) MINIMUM DESIGN STRESSES: 1) FOR SLAB ON GRADE APPLICATIONS, FIBROUS REINFORCEMENT CAN BE SUBSTITUTED h. DESIGN CONNECTIONS FOR THE MINIMUM SHEAR CAPACITIES NOTED IN THE AISC BEAM 1) LSL BEAMS: FB: 2600 PSI, FV: 400 PSI, E: 1,700,000 PSI FOR WELDED WIRE FABRIC TABLES OR FOR THE REACTIONS SHOWN ON THE DRAWINGS, WHICHEVER IS GREATER. 2) LVL BEAMS: FB: 2600 PSI, FV: 285 PSI, E: 1,900,000 PSI 1 DOOR 2) ALL MESH MUST BE PROPERLY SUPPORTED ON CHAIRS PRIOR TO POURING CONCRETE. i. GALVANIZE: ASTM A123 FOR SHAPES AND ASSEMBLIES, ASTM A153 FOR FASTENERS. USE 3) PSL BEAMS: FB: 2900 PSI, FV: 290 PSI, E: 2,000,000 PSI A WINDOW CONTRACTOR MAY NOT HOOK AND PULL MESH INTO PROPER PLACEMENT. GALVANIZED FASTENERS WHEN CONNECTING GALVANIZED MEMBERS. 4) WOLM. PSL BEAMS: FB: 1600 PSI, FV: 170 PSI, E: 1,300,000 PSI. f. FIBROUS REINFORCEMENT: "FIBERMESH 150" OR EQUIVALENT j. WELDS: COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE" 5) GLU-LAM BEAMS: Fb: 1600 PSI, FV170 PSI, E: 1,300,000 PSI 1 WALL TYPE g. AIR ENTRAINMENT: ASTM C260. AIR ENTRAIN ALL EXTERIOR CONCRETE. k. PUNCH HOLES IN ALL STEEL BEAMS (BOTH FLANGES AND WEBS) FOR BOLTING OF WOOD 5) PSL COLUMNS: FC: 2500 PSI, FB: 2400 PSI, E: 1,800,000 PSI. h. SLAB CONTROL JOINTS: SAW CUT OR FORM TO 1/3 SLAB DEPTH. CONTROL JOINTS TO BE BLOCKING (9/16"Ø HOLES AT 24" O.C. STAGGERED PLUS (2) AT 3" FROM EACH END.) 6) WOLM. PSL COLUMNS: FC: 1300 PSI, FV: 1500 PSI, E: 1,300,000 PSI EXG. WALL TO REMAIN SPACED @ 20'-0" O.C. MAX. U.N.O. l. UNLESS NOTED OTHERWISE, PROVIDE BUILT-UP 2X WD. COLUMN TO MATCH WIDTH OR FLANGE b) MANUFACTURER TO PROVIDE AND DESIGN ALL BEAM TO BEAM AND BEAM TO COLUMN EXG. WALL TO BE REMOVED NEW WALL i. SLAB ISOLATION JOINTS: PRE-MOLDED JOINT FILLER j. COMPLY WITH ACI 301, 304, 305, 306, 311, 318, 347. CRSI "MANUAL OF STANDARD PRACTICE, AND UNDER EACH END OF EACH STEEL BEAM. COLUMN TO MATCH WALL THICKNESS. CONNECT STEEL TO POST WITH (2) 1/2"Ø BOLTS AND WELDED STEEL PLATES AS NECESSARY. ALWAYS CONNECTIONS (U.N.O.) c) ALL MULTI-PLY BEAMS TO BE BOLTED WITH 5/8"Ø BOLTS @ 16" O.C. STAGGERED OR PROJECT ASTM C94. CALCIUM CHLORIDE ADMIXTURES ARE NOT PERMITED. PROVIDE FULL BEARING BENEATH STEEL BEAM, BUILD OUT REQUIRED COLUMN AS REQUIRED EQUIVALENT METHOD PER MANUFACTURER'S SPECIFICATIONS 2. ALL SUBGRADE TO SUPPORT CAST IN PLACE SLABS TO BE COMPACTED TO 95% COMPACTION STANDARD MINIMUM. FOR WOOD OR PROVIDE STEEL BEARING PLATE FOR STEEL CONNECTIONS. 7. ROUGH CARPENTRY SPECIFICATIONS: COMPLY WITH THE NATIONAL FOREST PRODUCTS 12. ENGINEERED WD.-I JOISTS: BASIS OF DESIGN "iLEVEL". CONTRACTOR MAY SUBSTITUTE WITH EQUIVALENT STRENGTH AND DEPTH JOISTS OR FLOOR TRUSSES AS REQUIRED. SITE 3. BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 32" BELOW FINISH GRADE OR PER APPLICABLE ASSOCIATION (NFPA) "NATIONAL DESIGN SPECIFICATION FOR WOOD" (LATEST EDITION) ABBREVIATIONS BUILDING CODE FOR THIS PROJECT (USE GREATER OF THE TWO CONDITIONS). FOOTINGS TO BE PLACED ON UNDISTURBED SOIL OR ENGINEERED FILL TO BE DESIGNED BY LICENSED GEOTECHNICAL a. WOOD FRAMING: #2 SPRUCE-PINE-FIR OR BETTER, FINISHED 4 SIDES WITH 19% MAX. MOISTURE CONTENT A.C.T. ACOUSTICAL CEILING TILE JAN. JANITOR OR STRUCTURAL ENGINEER. b. WOOD FOR NAILERS, BLOCKING, FURRING, AND SLEEPERS: CONSTRUCTION GRADE, FINISHED 4. FOR BASIS OF DESIGN, ASSUMED SOIL BEARING CAPACITY OF 2,000 PSF AND WATER TABLE BELOW 4 SIDES WITH 19% MAX. MOISTURE CONTENT. PRESSURE PRESERVATIVE TREAT ALL ITEMS IN A.B. A.F.F ANCHOR BOLT ABOVE FINISH FLOOR JT. LAM JOINT LAMINATE FROST LINE. CONTRACTOR OR CLIENT TO OBTAIN GEOTECHNICAL ENGINEERS SITE REPORT TO VERIFY DESIGN ASSUMPTIONS. CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, OR THE GROUND. PROVIDE BLOCKING FOR ALL WALL MOUNTED ITEMS. SHEET INDEX ALT ALTERNATE LAV LAVATORY 5. MASONRY SPECIFICATIONS: COMPLY WITH AMERICAN CONCRETE INSTITUTE ACI 531.11 c. PLYWOOD: APA RATED FOR USE AND EXPOSURE: A-0.01 DETAILS ALU ALUMINUM "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION" (LATEST EDITION) 1) SUBFLOOR: APA SHEATHING, 3/4" TONGUE AND GROOVE (T&G) A-1.01 BASEMENT PLAN L.P. LOW POINT ASPH ASPHALT a. HOLLOW LOAD BEARING: ASM C90 GRADE N, TYPE 1 UNITS. 2) WALL SHEATHING: APA SHEATHING, C-D PLUGGED, 1/2" MIN. EXTERIOR. A-1.02 FLOOR PLAN MAX MAXIMUM b. COMPRESSIVE STRENGTH: FM = 1500 PSI MIN. 3) ROOF SHEATHING: APA SHEATHING, 1/2" MIN. EXTERIOR. PROVIDE 5/8" IF RAFTER OR ALL DESIGNS, CONCEPTS, IDEAS AND BD BOARD A-2.01 FRONT AND REAR ELEVATIONS c. MORTAR: ASTM C270 TYPE S. PROVIDE FULLY BEDDED JOINTS. TRUSSES ARE SPACED @ 24" O.C. ARRANGEMENTS DEPICTED ON THESE BLDG BUILDING A-2.02 SIDE ELEVATIONS MECH M d. GROUT: ASTM C476 OR 3000 PSI CONCRETE WITH PEA GRAVEL PER CONCRETE d. WOOD TREATMENT: #2 SPRUCE PINE FIR PRESSURE IMPREGNATED WITH MICRONIZED COPPER DRAWINGS ARE THE PROPERTY OF A-3.01 BUILDING SECTION ARCHOLOGY, LLC. AND ARE INTENDED TO BLKG BLOCKING SPECIFICATIONS. PRESERVATIVE SYSTEM IN ACCORDANCE WITH ICC ESR-2325 STANDARDS AND DRIED TO A MIN. MINIMUM A-3.02 BUILDING SECTION BE USED IN CONNECTION WITH THIS BM BEAM e. REINFORCING STEEL: ASTM A615 60 KSI DEFORMED BARS. MOISTURE CONTENT OF 19%. SPECIFIC PROJECT ONLY AND SHALL NOT BOT BOTTOM MISC MISCELLANIOUS 6. STRUCTURAL STEEL: COMPLY WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION e. ALL EXTERIOR FASTENERS FOR TREATED WOOD TO CONFORM TO ASTM A153 OR EQUIVALENT BE USED IN WHOLE OR IN PART FOR ANY FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" (LATEST f. ALL HARDWARE (CONNECTORS, JOIST HANGERS, ETC.) FOR TREATED WOOD TO CONFORM TO OTHER PURPOSE WHATSOEVER WITHOUT BS BOTH SIDES M.O. MASONRY OPENING EDITION. ASTM-A653 G90 CLG CLR cEILING CLEAR MTD. MOUNTED a. STEEL SHAPES AND PLATES: ASTM A36 b. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B SCHEDULE 40 g. WOOD FRAMING TO COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN PROJECT DATA THE WRITTEN CONSENT OF ARCHOLOGY ARCHITECTURE AND DESIGN SERVICES. NO CHANGES OR DEVIATIONS SHALL BE CMU CONCRETE MASONRY UNIT MTL METAL SPECIFICATIONS FOR WOOD CONSTRUCTION. ARCHITECT CONTRACTOR ALLOWED WITHOUT THE WRITTEN ARCHOLOGY - CONSENT OF ARCHOLOGY ARCHITECTURE COL COLUMN N.I.C. NOT IN CONTRACT 107 S. WASHINGTON ST. AND DESIGN SERVICES, LLC CONC. CONCRETE NO. NUMBER MILFORD, DELAWARE 19963 CONT. CONTINUOUS (302) 339-5566 CONTR. CONTRACTOR N.T.S. NOT TO SCALE C.J. CONTROL JOINT 3'-1" MIN. ALL WORK TO COMPLY WITH THE FOLLOWING CODES AS ADOPTED BY THE CITY ARCHOLOGY, LLC O.C. ON CENTER C.T. CERAMIC TILE 4" MAX. CLEARSPACE BETWEEN BALUSTERS OF DOVER: CTR CENTER O.D. OUTSIDE DIAMETER INTERNATIONAL BUILDING CODE 2009 REV. DATE: DBL DOUBLE 1'-0" INTERNATIONAL EXISTING BUILDING CODE 2009 O.H. OVERHEAD © 2024 (MIN.) GUARDRAIL 42" HIGH GUARDRAIL 21 4 " (TYP.) NFPA 101 LIFE SAFETY CODE (2015 EDITION) DIA DIAMETER INTERNATIONAL ENERGY CONSERVATION CODE 2009 OPNG OPENING DN. DOWN 1 1 2 "Ø GRASPABLE HANDRAIL ICC/ANSI A117.1-09 ACCESSIBILITY STANDARDS DR DOOR P.B.C. PLUMBING CONTRACTOR 1 1 2 "Ø HANDRAIL 36" A.F.F. INTERNATIONAL PLUMBING CODE 2009 DS DOWNSPOUT NFPA 70 AND NEC (MOST RECENT EDITION) ELECTRICAL CODES # PL PLATE INTERNATIONAL MECHANICAL CODE 2009 DET DETAIL PLAS PLASTIC LAMINATE DTL DETAIL LAM DESIGN LOADS: DWG DRAWING PLWD PLYWOOD FLOOR LIVE LOAD: 100 PSF, POINT LOAD OF 2000# 3'-6" 34"-38" EA EACH ROOF LIVE LOAD: 25 PSF PR PAIR E.C. ELECTRICAL CONTRACTOR 3'-6" ROOF SNOW LOAD: 20 PSF PT PAINTED WIND SPEED: 115 MPH - ASCE7-10 RISK CATEGORY II 3'-0" ELEC. ELECTRICAL RAD RADIUS ELEV ELEVATION/ELEVATOR 5'-0" CLEAR MIN. SCOPE OF WORK: E.F. EACH FACE REINF REINFORCED PROVIDE SPACE FOR NEW CHURCH ADDITION. EQ EQUAL 60"Ø TURNING RADIUS DIM SET BY EXG. FIELD CONDITIONS. REQ'D REQUIRED ON LANDING PER PLAN RAMP TO SLOPE 1" PER 12" MAX. 1'-0" MIN. BUILDING CONSTRUCTION TYPE: Vb EQUIP EQUIPMENT BUILDING IS SPRINKLERED RESIL RESILIENT CHURCH OF THE NAZARENE EXG. EXISTING BUILDING IS ALARMED EXP. EXPANSION RM. ROOM E.W. EACH WAY FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: ELECTICAL WATER R.O. ROUGH OPENING PRIMARY STRUCTURAL FRAME: 0 HRS E.W.C. COVER SHEET COOLER SIM. SIMILAR EXTERIOR BEARING WALLS: 0 HRS 1426 MCGEE ROAD INTERIOR BEARING WALLS: 0 HRS F.B.O. FD FURNISHED BY OTHERS FLOOR DRAIN SHTG SHEATHING GUARD AND HANDRAIL DETAILS EXTERIOR NON-BEARING WALLS AND PARTITIONS: 0 HRS INTERIOR NON-BEARING WALLS AND PARTITIONS: 0 HRS FE FIRE EXTINGUISHER SPEC'S SPECIFICATIONS 25' MAX. FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HRS FDN FOUNDATION ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS: 0 HRS SQ. SQUARE FLR FLOOR FIN. FINISH(ED) STD. STANDARD SQUARE FOOTAGE: 42" HIGH GUARDRAIL CONDITIONED FIRST FLOOR- 4653 ± S.F. DOVER, KENT COUNTY, DELAWARE FTG FOOTING STL STEEL CONDITIONED BASEMENT- 4653 ± S.F. FURR FURRING TOTAL- 9306 ± S.F. STRUCT STRUCTURAL 1 1 2 "Ø HANDRAIL CONSTRUCTION DRAWING FOR THE NEW: GA. GAUGE 36" A.F.F. SUSP. 8" OCCUPANCY: ASSEMBLY A-3 GV. GALVANIZED SUSPENDED CEILING CLG. BASEMENT LEVEL: 190 OCCUPANTS 34" MAX. GL GLASS T.O.B. TOP OF BEAM FELLOWSHIP HALL: ASSEMBLY/TABLES AND CHAIRS SEATING: 2113 S.F. / GRD GRADE 27" MIN. 15 S.F. PER OCCUPANT = 141 OCCUPANTS GPDW GYPSUM DRYWALL T.M TOP OF MASONRY CONFERENCE ROOM: 424 S.F. / 15 S.F. PER OCCUPANT = 29 OCCUPANTS 1'-0" MIN. GUARDRAILS TO GYP GYPSUM HAVE MAX. 4" CLASSROOMS: 489 S.F. / 30 S.F. PER OCCUPANT = 17 OCCUPANTS HEATING AND A/C T.O.R TOP OF RIDGE PULL SIDE KITCHEN: 113 S.F. / 300 S.F. PER OCCUPANT = 1 OCCUPANT H.A.C. CLEARSPACE. ALL CONTRACTOR 9" BALUSTERS OR OFFICE: 189 S.F. / 100 S.F. PER OCCUPANT = 2 OCCUPANTS T.O.P. TOP OF PLATE FIRST FLOOR: 457 OCCUPANTS HDWD HARD WOOD PICKETS TO BE H.M. HOLLOW METAL ARRANGED SO THAT SANCTUARY: ASSEMBLY NON-FIXED SEATING: 2,948 S.F. / 7 S.F. PER T.O.S. TOP OF STEEL PUSH SIDE 6" MIN. THEY CANNOT BE OCCUPANT = 421 OCCUPANTS HORIZ HORIZONTAL 11" MIN. KNEE CLEARANCE TYP. TYPICAL USED AS A LADDER STAGE/ALTAR: 505 S.F. / 15 S.F. PER OCCUPANT = 34 OCCUPANTS H.P. HIGH POINT OFFICE: 113 S.F. / 100 S.F. PER OCCUPANT = 2 OCCUPANTS HT. HEIGHT 1'-5" MIN. TOE CLEARANCE 1'-0" MIN. TOTAL OCCUPANTS = 647 OCCUPANTS U.N.O. UNLESS NOTED OTHERWISE 11" I.D.T. INSIDE DIMENSION CLEAR I.D. INSIDE DIAMETER VCT VINYL COMPOSITION TILE ADA TOILET LAVATORY CLEARANCES ADA DOOR CLEARANCES EGRESS REQUIREMENTS: BASEMENT LEVEL: 22021 INSUL INSULATION W/ WITH 7" 6" PROJECT # REQUIRED: 190 OCCUPANTS x .15" PER OCCUPANT = 28.5" (2) EXITS INT. INTERIOR WD. WOOD PROPOSED: 114" (2) DOORS (1 STAIR) FIRST FLOOR LEVEL: 42" HIGH GUARDRAIL REQUIRED: 457 OCCUPANTS X .15" PER OCCUPANT = 68.6" (2) EXITS DEMOLITION AND DISPOSAL 1'-0" MAX. 4'-6" MIN. 3'-6" MIN. PROPOSED: 100" (2) DOORS (1 STAIR) MAX. ALLOWABLE TRAVEL DISTANCE ALLOWED: 200'-0" MAX. TRAVEL DISTANCE PROPOSED: 98'-0"± 1. PROTECT WALLS, CEILINGS, FLOORS, AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN AND ARE EXPOSED DURING SELECTIVE DEMOLITION 2'-3"-2'-5" BOTTOM OF STAIR OPERATIONS. 1'-11" MIN. 1'-6" MIN. 3'-0" 2. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT & SETTLEMENT 1'-0" MAX. 2'-0" MIN. GENERAL NOTES 3. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND 1. DO NOT SCALE THESE DRAWINGS. (VERIFY ALL DIMENSIONS IN THE FIELD PRIOR DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN TO CONSTRUCTION.) ADJACENT AREAS TO CONDITION EXISTING PRIOR TO START OF 1 1 2 "Ø HANDRAIL 36" A.F.F. 2. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO SELECTIVE DEMOLITION. CONSTRUCTION. 4. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT 3. ALL DIMENSIONS ARE FROM FACE OF STUDS OR FACE OF MASONRY UNITS REQUIRED BY NEW CONSTRUCTION. DISPENSER UNLESS NOTED OTHERWISE. 5. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED OUTLET 48" MAX. 4. CONTRACTOR SHALL NOTIFY MISS UTILITY NOT LESS THAN TWO WORKING DAYS, PROFESSIONAL CERTIFICATION. TO ADJACENT CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. LOCATION NOT MORE THAN TEN WORKING DAYS, PRIOR TO EXCAVATION OR DEMOLITION I CERTIFY THAT THESE DOCUMENTS 1'-6" 3'-3"-3'-5" 6. WHERE REPAIRS TO EXISTING SURFACES ARE REQUIRED, PATCH TO ON THIS PROJECT. WERE PREPARED OR APPROVED BY ME, 2'-9"-3'-0" 2'-9"-3'-0" PRODUCE SURFACES SUITABLE FOR NEW MATERIALS. 11" 5. ALL NEW MATERIALS SHALL BE FREE OF LEAD, ASBESTOS OR MERCURY AND THAT I AM A DULY LICENSED 7. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH ARCHITECT UNDER THE LAWS OF THE 6. SHOULD ANY WORDS OR NUMBERS THAT ARE NECESSARY FOR A CLEAR RESTORATION INTO ADJOINING CONSTRUCTION TO REMAIN IN A MANNER UNDERSTANDING OF THE WORK BE ILLEGIBLE OR OMITTED, OR SHOULD AN STATE OF DELAWARE THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. LICENSE NUMBER S5-0007352 ERROR OR DISCREPANCY OCCUR IN ANY OF THE CONTRACT DOCUMENTS, THE 7" EXPIRATION DATE 01/31/2024 15" MIN. 8. PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE CONTRACTOR SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL 7"-9" WHERE DEMOLISHED WALLS OR PARTITIONS EXTEND ONE FINISHED AREA CLARIFICATION IS RECEIVED. IN THE EVENT THE CONTRACTOR PROCEEDS INTO ANOTHER. PROVIDE A FLUSH AND EVEN SURFACE OF UNIFORM WITHOUT SO NOTIFYING THE ARCHITECT, THE CONTRACTOR SHALL BE COLOR AND APPEARANCE. TO CENTER TOP OF STAIR RESPONSIBLE FOR THE COST OF CORRECTING SAME, INCLUDING ANY DATE: 9. PATCH, REPAIR, OR REHANG EXISTING CEILINGS AS NECESSARY TO RESULTING DAMAGE. PROVIDE AN EVEN-PLANE SURFACE OF UNIFORM APPEARANCE. 7. ALL FLOOR FINISHES TO BE CLASS I OR CLASS II. ALL FLOORING MATERIALS IN 10. DISPOSAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. ADA TOILET GRAB BAR SIDE ELEVATION ADA TOILET GRAB BAR REAR ELEVATION KITCHEN AND BATHROOMS TO BE NON-POROUS SURFACES. BATHROOM FLOORING TO EXTEND 6" UP WALL. 05/30/2024 a) DO NOT BURN DEMOLISHED MATERIALS 8. ALL WALL AND CEILING FINISHES TO BE CLASS A, CLASS B OR CLASS C. ALL b) TRANSPORT DEMOLISHED MATERIALS OFF OF OWNER'S PROPERTY WALL AND CEILING MATERIALS IN KITCHEN TO BE NON-POROUS CLEANABLE SHEET # AND LEGALLY DISPOSE OF THEM. SURFACES. A1 RAMP, STAIRS AND ADA DETAILS SCALE 9. CONTRACTOR TO PROVIDE DUCT SMOKE DETECTION. 10. ALL DOOR HARDWARE TO BE ADA COMPATIBLE AND NON-KEYED FROM THE EGRESS SIDE. A-0.01 102

Item 5. 99'-4"± 84'-0" 15'-4" 3'-61 2 " 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" A1 10'-0" A-2.02 VERTICAL REINFORCEMENT FOR 8' HIGH x 8" CMU FOUNDATION WALLS MAX. BACKFILL REINFORCEMENT HEIGHT 4'-0" #4 @ 48" O.C. 5'-0" #4 @ 48" O.C. 6'-0" #5 @ 48" O.C. 24" WIDE x 12" DEEP CONT. CONC. 7'-0" #7 @ 48" O.C. FOOTING WITH (3) #5 CONT. 8'-0" #7 @ 48" O.C. LONGITUDINAL AND #5 A1 TRANSVERSE BARS @ 48" O.C. ON A-3.01 UNDISTURBED SOIL (TYP) 8" CMU FOUNDATION WALL W/ HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. VERTICAL (TYP) C C C C C C C 2'-111 2 " 3068* 72'-41 2 " 9'-61 2 " (2) 2x8 P.T. TYPICAL INTERIOR PARTITION: ALL DESIGNS, CONCEPTS, IDEAS AND WD. BEAM 2x8 P.T. 2x4 WD. STUDS 16" O.C. WITH ARRANGEMENTS DEPICTED ON THESE WD. DECK SINGLE SILL PLATE, DOUBLE TOP DRAWINGS ARE THE PROPERTY OF JOISTS @ PLATE, WITH R-20 MIN INSULATION ARCHOLOGY, LLC. AND ARE INTENDED TO 4" CONCRETE SLAB W/ FIBROUS REINFORCEMENT BE USED IN CONNECTION WITH THIS 12" O.C. F.E. AND FINISHED ON EACH SIDE WITH ON 10 MIL POLY VAPOR BARRIER OVER 4" WASHED SPECIFIC PROJECT ONLY AND SHALL NOT 18" PRE-ENGINEERED WD. 1 2 " GPDW-PAINTED GRAVEL ON COMPACTED GRADE (TYP.) BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT 16'-0" THE WRITTEN CONSENT OF ARCHOLOGY ARCHITECTURE AND DESIGN SERVICES. NO CHANGES OR DEVIATIONS SHALL BE ALLOWED WITHOUT THE WRITTEN 17'-7" CONSENT OF ARCHOLOGY FLOOR TRUSSES @ 16" O.C. 2A-10BC STAGE ARCHITECTURE AND DESIGN SERVICES RECHARGEABLE FIRE EXTINGUISHER (TYP.) PORCH FLOOR CONSTRUCTION: TYPICAL EXT. STAIR CONSTRUCTION: 4" CONCRETE SLAB WITH FIRBROUS REINFORCEMENT ON 25'-91 2 " CONTRACTOR TO DETERMINE FELLOWSHIP HALL ARCHOLOGY, LLC NUMBER OF TREADS AND RISERS COMPACTED GRADE. SLOPE SLAB 1 REQUIRED TO THE LANDING. 8 " PER 12' AWAY FROM BUILDING REV. DATE: CALCULATE TREADS @ 10"+1" 4"Ø STEEL COLUMN ON 54" SQUARE x 12" NOSING MIN. AND RISERS @ 7 3 4 " MOP SINK © 2022 DEEP CONCRETE FOOTING WITH (7) #5 BARS 31'-2" MAX. UNLESS NOTED OTHERWISE EACH WAY ON UNDISTURBED SOIL (TYP.) 9'-11 2 " 9'-11 2 " 4'-111 2 "± 32'-11 2 " W12x50 STEEL BEAM # (FLUSH) HW 51 2 " 48'-11 2 " 18" PRE-ENGINEERED WD. UTILITY 6'-6" 3068 5'-1" 15'-1" 13'-6" WOMEN BATHROOM FLOOR TRUSSES @ 16" O.C. K-4972-T VITREOUS STANWELL C_URINALSCHINA MEN BATHROOM 3068* CHURCH OF THE NAZARENE 56'-0"± 3068 24'-0" 56'-0"± 3068* ANIH YCRN O STO UAO5V T SE0A G R0LN T_-IC 2 K V C_LAVATORY KINGSTON K-2005 VITREOUS CHINA 5'-1" SPRINKLER RISER A1 INFILL EXG. OPENING ROOM A-0.01 1426 MCGEE ROAD 3068 3068 SO MATCH ADJACENT BASEMENT PLAN ANIH YCRN O STO UAT O5V SE0A G R0LN 2 T_-IC K V K-2005 KINGSTON C_LAVATORY VITREOUS CHINA SURFACES (TYP.) ALIGN A2 A1 F.E. A-2.01 A-2.01 EXG. STRUCTURE TO BE REMOVED. WATER FOUNTAIN PATCH ALL SURFACES TO MATCH 4'-2" 4'-2" 10'-0"± ADJACENT SURFACES (TYP.) DOVER, KENT COUNTY, DELAWARE 3068* CONSTRUCTION DRAWING FOR THE NEW: 3068 4' MIN. SQUARE 3068 3068 3068 3068 EXG. STRUCTURE CONCRETE PAD ILLUMINATED EXIT SIGN TO REMAIN (TYP.) AT EXIT DOOR WITH EMERGENCY LIGHT STORAGE 7'-4"± 9'-21 2 "± FIXTURE WITH REMOTE 3'-8" EXTERIOR HEAD (TYP.) CLASSROOM 18" PRE-ENGINEERED WD. CLASSROOM LINE OF STAIRS ABOVE 20'-11" CONFERENCE ROOM D 17'-81 2 " FLOOR TRUSSES @ 16" O.C. 3068 16'-0" 22021 TYPICAL STAIR CONSTRUCTION: PROJECT # EXG. KITCHEN CONTRACTOR TO DETERMINE EXG. NUMBER OF TREADS AND RISERS STORAGE REQUIRED TO REACH FINISHED 8'-81 2 " OFFICE B FLOOR, CALC. TREADS @ 10" + 1" 9'-10" NOSING MIN. AND RISERS @ 7 3 4 " MAX. 23'-111 2 " 14'-3"± 13'-1"± 11'-0"± 4" 5'-0" 4" B B B B ALIGN EXG. WALL TO REMAIN (TYP.) A1 A-3.01 PROFESSIONAL CERTIFICATION. I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DELAWARE LICENSE NUMBER S5-0007352 TYPICAL HEADERS U.N.O.: EXPIRATION DATE 01/31/2024 2x4 WD. STUD WALLS: (2) 2x12 WD. HEADER 2x6 WD. STUD WALLS: (3) 2x12 WD. HEADER NOTE: DATE: A2 * - W/ PANIC HARDWARE A-2.02 24'-11" 59'-1"± EXG. 15'-4" 05/30/2024 99'-4"± SHEET # A1 BASEMENT PLAN 1 4 " = 1'-0" A-1.01 103

Item 5. 88'-0"± 2'-4" A 4'-0" 84'-0" 3'-0" 2'-4" B C 13'-61 2 " 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 20'-51 2 " A1 4'-8" 4'-0" A-2.02 4'-8" 7'-8" 6'-8" 6'-8" 2'-4" TYPICAL FLOOR CONSTRUCTION: A1 TYPICAL EXTERIOR WALL CONSTRUCTION: FINISHED FLOOR PER OWNER 9'-0" A-3.01 D SIDING PER ELEVATION ON INFILTRATION SELECTION ON 3 4 " T&G BARRIER OVER 1 2 " EXT. GRADE SHEATHING SUBFLOOR, GLUED AND SCREWED ON 2x6 WD. STUDS @ 16" O.C. WITH R-20 MIN TO FLOOR JOISTS. PROVIDE R-19 INSULATION AND FINISHED AT INTERIOR WITH MIN. INSULATION BETWEEN 1 2 " GPDW-PAINTED JOISTS 4'-0" A A A A A 6'-8" 3068* 2'-0" 4'-7" 10'-0" A/V BOOTH ALL DESIGNS, CONCEPTS, IDEAS AND 10'-51 2 " ARRANGEMENTS DEPICTED ON THESE DRAWINGS ARE THE PROPERTY OF TYPICAL EXT. STAIR CONSTRUCTION: ARCHOLOGY, LLC. AND ARE INTENDED TO CONTRACTOR TO DETERMINE BE USED IN CONNECTION WITH THIS NUMBER OF TREADS AND RISERS SPECIFIC PROJECT ONLY AND SHALL NOT 16'-0" REQUIRED TO THE LANDING. BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT CALCULATE TREADS @ 10"+1" THE WRITTEN CONSENT OF ARCHOLOGY NOSING MIN. AND RISERS @ 7 3 4 " 42" HIGH RAILING SYSTEM PER ELEVATIONS 3068 ARCHITECTURE AND DESIGN SERVICES. MAX. UNLESS NOTED OTHERWISE W/ 4" CLEARSPACE MAX. (TYP.) 20'-0" K-4972-T VITREOUS STANWELL C_URINALSCHINA NO CHANGES OR DEVIATIONS SHALL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF ARCHOLOGY 7'-31 2 " 8'-8" 8'-8" ARCHITECTURE AND DESIGN SERVICES WOMEN K-4972-T VITREOUS STANWELL C_URINALSCHINA MEN BATHROOM 6x6 WRAPPED P.T. WD. POST BATHROOM SECURED ABOVE AND BELOW W/ GV. ARCHOLOGY, LLC METAL POST CAP AND BASE. (TYP.) (3) 1 3 4 "x11 7 8 " LVL BEAM REV. DATE: ANIH YCRN O ST OUA T O5V S E0A G R0LN V T_-IC 2 K K-2005 VITREOUS KINGSTON C_LAVATORY CHINA (WRAPPED) © 2022 3068 3068 ANIH YCRN O ST OUA O5 T V S E0A G R0LN T_-IC 2 K V C_LAVATORY KINGSTON VITREOUS CHINA K-2005 # PRE-ENGINEERED WD. 2'-41 2 " 12'-0" 4'-4" 9'-11 2 " 4'-4" TRUSSES @ 24" O.C. 6068* A2 24'-0" ALTAR PRE-ENGINEERED WD. A-2.01 SANCTUARY RECEPTION A1 9'-0" 56'-0"± A-2.01 CHURCH OF THE NAZARENE TRUSSES @ 24" O.C. A1 50'-6" A-0.01 6068* 1426 MCGEE ROAD 6'-0" MAIN FLOOR PLAN ALIGN 12'-0" 7'-51 2 " ILLUMINATED EXIT SIGN DOVER, KENT COUNTY, DELAWARE WITH EMERGENCY LIGHT ACCESSIBLE CHAIR LIFT FIXTURE WITH REMOTE CONSTRUCTION DRAWING FOR THE NEW: EXTERIOR HEAD (TYP.) (3) 1 3 4 "x11 7 8 " LVL BEAM (WRAPPED) STORAGE 24'-11" EXG. TYPICAL STAIR CONSTRUCTION: CONTRACTOR TO DETERMINE NUMBER OF TREADS AND RISERS REQUIRED TO REACH FINISHED FLOOR, CALC. TREADS @ 10" + 1" 13'-21 2 " 3'-7" 4'-31 2 " NOSING MIN. AND RISERS @ 7 3 4 " MAX. 3068* 16'-0" TYPICAL EXT. STAIR CONSTRUCTION: CONTRACTOR TO DETERMINE NUMBER OF TREADS AND RISERS PROJECT # 22021 3068 REQUIRED TO REACH FINISHED OFFICE FLOOR. CALC. TREADS @11" NOSING EXG. WALL TO REMAIN MIN. AND RISERS @ 7" MAX. 7'-31 2 " (TYP.) CLOSET ORGANIZATION SYSTEM PER OWNER EXG. STRUCTURE TO BE REMOVED. 54'-10" SELECTION (TYP.) 2'-1" 15'-6" PATCH ALL SURFACES TO MATCH 6068 ADJACENT SURFACES (TYP.) GLIDER A A A A A A A TYPICAL INTERIOR PARTITION: ALIGN 2x4 WD. STUDS 16" O.C. WITH INFILL EXG. OPENING SINGLE SILL PLATE, DOUBLE TOP A1 SO MATCH ADJACENT PLATE, AND FINISHED ON EACH SURFACES (TYP.) SIDE WITH 1 2 " GPDW-PAINTED A-3.01 PROFESSIONAL CERTIFICATION. I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DELAWARE LICENSE NUMBER S5-0007352 A2 EXPIRATION DATE 01/31/2024 A-2.02 TYPICAL HEADERS U.N.O.: 2x4 WD. STUD WALLS: (2) 2x12 WD. HEADER 13'-61 2 " 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-51 2 " 2x6 WD. STUD WALLS: (3) 2x12 WD. HEADER DATE: 84'-0"± 15'-4" 99'-4" 05/30/2024 SHEET # A1 MAIN FLOOR PLAN 1 4 " = 1'-0" A-1.02 104

Item 5. REMANUFACTURE STEEPLE CONT. LOW PROFILE RIDGE VENT 4" DOOR TRIM PER OWNER SELECTION (TYP.) 12 6 12 6 10" DECORATIVE COLUMN WRAP PER OWNER SELECTION (TYP.) RAKE BOARD PER OWNER SELECTION (TYP.) ALL DESIGNS, CONCEPTS, IDEAS AND CONT. AL DRIP EDGE (TYP.) ARRANGEMENTS DEPICTED ON THESE DRAWINGS ARE THE PROPERTY OF 6" AL. WRAPPED FASCIA (TYP.) ARCHOLOGY, LLC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF ARCHOLOGY ARCHITECTURE AND DESIGN SERVICES. NO CHANGES OR DEVIATIONS SHALL BE ALLOWED WITHOUT THE WRITTEN VINYL LAP SIDING PER OWNER CONSENT OF ARCHOLOGY SELECTION ON INFILTRATION ARCHITECTURE AND DESIGN SERVICES BARRIER (TYP.) VENTED SOFFIT PER OWNER SELECTION (TYP.) 4" VINYL CORNER BOARD PER 42" HIGH RAILING SYSTEM PER OWNER ARCHOLOGY, LLC OWNER SELECTION (TYP.) SELECTION WITH 4" CLEARSPACE MAX. (TYP.) REV. DATE: © 2022 # SLOPE GRADE 6" IN THE FIRST 10'-0" AWAY FROM THE BUILDING (TYP.) DOOR UNIT: REFER TO PLANS FOR DETAILS (TYP) CHURCH OF THE NAZARENE FRONT AND REAR ELEVATIONS A2 FRONT ELEVATION 1 4 " = 1'-0" 1426 MCGEE ROAD DOVER, KENT COUNTY, DELAWARE CONSTRUCTION DRAWING FOR THE NEW: PROJECT # 22021 EXG. STRUCTURE TO REMAIN (TYP.) PROFESSIONAL CERTIFICATION. I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DELAWARE LICENSE NUMBER S5-0007352 EXPIRATION DATE 01/31/2024 DATE: REFER TO DRAWING A2/A-2.01 "FRONT ELEVATION" FOR ALL TYPICAL NOTES, DIMENSIONS AND MATERIALS U.N.O. 05/30/2024 SHEET # A1 REAR ELEVATIONS 1 4 " = 1'-0" A-2.01 105

Item 5. STANDING SEAM METAL ROOF ON 30# BUILDING FELT (TYP.) ALL DESIGNS, CONCEPTS, IDEAS AND ARRANGEMENTS DEPICTED ON THESE DRAWINGS ARE THE PROPERTY OF ARCHOLOGY, LLC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF ARCHOLOGY ARCHITECTURE AND DESIGN SERVICES. NO CHANGES OR DEVIATIONS SHALL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF ARCHOLOGY ARCHITECTURE AND DESIGN SERVICES ARCHOLOGY, LLC REV. DATE: © 2022 EXG. WINDOW TO REMAIN (TYP.) # 4" WINDOW TRIM PER OWNER SELECTION (TYP.) WINDOW UNIT: REFER TO PLANS FOR DETAILS (TYP) REFER TO DRAWING A2/A-2.01 "FRONT ELEVATION" FOR ALL TYPICAL NOTES, DIMENSIONS AND MATERIALS U.N.O. A2 SIDE ELEVATION CHURCH OF THE NAZARENE 1 4 " = 1'-0" 1426 MCGEE ROAD DOVER, KENT COUNTY, DELAWARE SIDE ELEVATIONS CONSTRUCTION DRAWING FOR THE NEW: PROJECT # 22021 PROFESSIONAL CERTIFICATION. I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DELAWARE LICENSE NUMBER S5-0007352 EXPIRATION DATE 01/31/2024 DATE: 05/30/2024 REFER TO DRAWING A2/A-2.01 "FRONT ELEVATION" FOR ALL TYPICAL NOTES, DIMENSIONS AND MATERIALS U.N.O. SHEET # A1 SIDE ELEVATION 1 4 " = 1'-0" A-2.02 106

Item 5. CONT. LOW PROFILE RIDGE VENT (TYP.) PRE-ENGINEERED WD. TRUSS: REFER TO PLANS FOR TRUSS SPACING (TYP.) 5 8 " EXT. GRADE SHEATHING (TYP.) METAL ROOFING PER EXTERIOR ELEVATIONS ON 30# ALL DESIGNS, CONCEPTS, IDEAS AND BUILDING FELT (TYP.) ARRANGEMENTS DEPICTED ON THESE DRAWINGS ARE THE PROPERTY OF ARCHOLOGY, LLC. AND ARE INTENDED TO BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF ARCHOLOGY ARCHITECTURE AND DESIGN SERVICES. NO CHANGES OR DEVIATIONS SHALL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF ARCHOLOGY ARCHITECTURE AND DESIGN SERVICES R-35 MIN INSULATION BETWEEN JOIST (TYP.) ARCHOLOGY, LLC REV. DATE: PROVIDE RAISED ENERGY HEAL AS © 2022 REQUIRED BY IECC 2018 (TYP.) # 1 GV. METAL HURRICANE CLIP (TYP.) 2 " GPDW-PAINTED (TYP.) CONT. AL. DRIP EDGE (TYP.) 2x4 WD. STUD (TYP.) T.O.P FASCIA PER EXTERIOR ELEVATIONS ON 2x WD. SUBFASCIA (TYP.) VENTED SOFFIT PER EXTERIOR HEADER: REFER TO PLANS FOR DETAILS ELEVATIONS (TYP.) CHURCH OF THE NAZARENE WINDOW UNIT: REFER TO PLANS FOR DETAILS SANCTUARY 9'-11 2 " 1426 MCGEE ROAD BUILDING SECTION A/V BOOTH FINISHED FLOOR PER OWNER SELECTION (TYP.) 3 4 " T&G SUBFLOOR, GLUED AND SCREWED TO BOTTOM OF JOIST (TYP.) 2x6 WD. STUDS WITH R-20 MIN. INSULATION BETWEEN FLOOR TRUSS: REFER TO PLANS FOR SIZE DOVER, KENT COUNTY, DELAWARE AND SPACING (TYP.) R-19 MIN. INSULATION BETWEEN JOISTS SIDING PER EXTERIOR ELEVATION ON INFILTRATION CONSTRUCTION DRAWING FOR THE NEW: BARRIER (TYP.) FINISHED FIRST FLOOR VARIES 1 2 " EXT. GRADE SHEATHING (TYP.) T.O.P BEAM: REFER TO PLANS FOR DETAILS 2x8 P.T. WD. SILL PLATE SECURED TO FOUNDATION WITH TERMITE SHIELD AND SILL INSULATION (TYP.) 5 1 8 "Øx18" LONG ANCHOR BOLTS @ 48" O.C. AND 3 2 "-12" FROM ENDS OF PLATES (TYP.) 7'-81 2 "± MATCH EXG. 7'-73 4 "± EXG. OFFICE R-20 BATT INSULAITON (TYP.) OFFICE STEEL POST: REFER TO VERTICAL BAR REFER TO TABLE (TYP.) PLANS FOR DETAILS FELLOWSHIP HALL 4" CONCRETE SLAB WITH FIBROUS REINFORCEMENT 10 MIL POLY VAPOR (TYP) SLOPE GRADE 6" WITHIN THE FIRST 10'-0" 22021 AWAY FROM BUILDING (TYP.) PROJECT # EXG. STRUCTURE TO REMAIN (TYP.) 4" WASHED GRAVEL ON COMPACTED GRADE(TYP) FINISHED FLOOR 2'-8" MIN. BELOW FINISHED 4" PERFORATED DRAIN AT PERIMETER OF WALL. TIE DRAIN INTO SUMP BOTTOM OF GRADE PUMP OR DRAIN TO DAYLIGHT (TYP.) FOOTING CONCRETE FOOTING: REFER TO PLANS FOR DETAILS (TYP.) #5 FOOTING DOWELL LAP 25" MIN W/ VERTICAL REINFORCEMENT (TYP) PROFESSIONAL CERTIFICATION. I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF DELAWARE LICENSE NUMBER S5-0007352 EXPIRATION DATE 01/31/2024 DATE: 05/30/2024 SHEET # A1 BUILDING SECTION 3 8 " = 1'-0" A-3.01 107

Item 5. METAL ROOFING PER EXTERIOR ELEVATIONS ON 30# BUILDING FELT (TYP.) GV METAL JOIST HANGER (TYP.) CONT. LOW PROFILE RIDGE VENT (TYP.) PRE-ENGINEERED WD. TRUSS: REFER TO PLANS FOR 5 GV. METAL HURRICANE CLIP (TYP.) 8 " EXT. GRADE SHEATHING (TYP.) TRUSS SPACING (TYP.) CONT. AL. DRIP EDGE (TYP.) RAKE BOARD PER EXTERIOR ELEVATIONS (TYP.) VENTED SOFFIT PER EXTERIOR ELEVATIONS (TYP.) SIDING PER EXTERIOR ELEVATION ON INFILTRATION BARRIER (TYP.) ALL DESIGNS, CONCEPTS, IDEAS AND ARRANGEMENTS DEPICTED ON THESE DRAWINGS ARE THE PROPERTY OF ARCHOLOGY, LLC. AND ARE INTENDED TO 1 2 " EXT. GRADE SHEATHING (TYP.) BE USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SHALL NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF ARCHOLOGY ARCHITECTURE AND DESIGN SERVICES. NO CHANGES OR DEVIATIONS SHALL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF ARCHOLOGY ARCHITECTURE AND DESIGN SERVICES ARCHOLOGY, LLC NON-VENTED SOFFIT PER EXTERIOR ELEVATIONS (TYP.) REV. DATE: © 2022 # T.O.P. R-49 MIN INSULATION BETWEEN 1 JOIST (TYP.) 2 " GPDW-PAINTED (TYP.) GV. METAL POST CAP (TYP.) HEADER: REFER TO PLANS FOR DETAILS 2x6 WD. STUDS WITH R-20 MIN. P.T. WD. POST: CHURCH OF THE NAZARENE INSULATION BETWEEN REFER TO PLANS DOOR UNIT: REFER TO PLANS FOR FOR DETAILS (TYP.) DETAILS (TYP.) 9'-11 2 "± MATCH EXG. 1426 MCGEE ROAD BUILDING SECTION DECORATIVE COLUMN FINISHED FLOOR PER OWNER SELECTION WRAP PER ELEVATIONS (TYP.) SANCTUARY RECEPTION 3 GV. METAL POST 4 " T&G SUBFLOOR, GLUED AND SCREWED TO DOVER, KENT COUNTY, DELAWARE BASE (TYP.) BOTTOM OF JOIST (TYP.) CONSTRUCTION DRAWING FOR THE NEW: FLOOR TRUSS: REFER TO PLANS FOR SIZE AND SPACING (TYP.) R-19 MIN. INSULATION BETWEEN JOISTS FINISHED FIRST FLOOR SLOPE GRADE 6" WITHIN THE FIRST 10'-0" AWAY FROM BUILDING (TYP.) 2x8 P.T. WD. SILL PLATE SECURED TO VARIES FOUNDATION WITH 5 8 "Øx18" LONG ANCHOR BOLTS @ 48" O.C. AND 3 1 2 "-12" FROM ENDS OF PLATES (TYP.) FINISHED GRADE SPRINKLER RISER ROOM 2'-8" MIN. PROJECT # 22021 2x4 WD. STUD 7'-8"± MATCH EXG. R-20 BATT INSULAITON (TYP.) 5'-11"± EXG. BOTTOM OF FELLOWSHIP HALL FOOTING 4" CONCRETE SLAB WITH FIBROUS REINFORCEMENT 10 MIL POLY VAPOR (TYP) 4" WASHED GRAVEL ON COMPACTED GRADE(TYP) FINISHED SLAB PROFESSIONAL CERTIFICATION. I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE BOTTOM OF STATE OF DELAWARE FOOTING LICENSE NUMBER S5-0007352 4" PERFORATED DRAIN AT PERIMETER EXPIRATION DATE 01/31/2024 OF WALL. TIE DRAIN INTO SUMP PUMP OR DRAIN TO DAYLIGHT (TYP.) DATE: CONCRETE FOOTING: REFER TO PLANS FOR DETAILS (TYP.) #5 FOOTING DOWELL LAP 25" MIN W/ VERTICAL 05/30/2024 REINFORCEMENT (TYP) SHEET # A1 BUILDING SECTION 1 2 " = 1'-0" A-3.02 108

Item 6. City of Dover DATA SHEET FOR SITE DEVELOPMENT PLAN REVIEW DEVELOPMENT ADVISORY COMMITTEE MEETING OF September 4, 2024 PLANNING COMMISSION MEETING OF September 16, 2024 Plan Title: S-24-13 Flex Use Facilities Commercial Warehouse (Business Park) Plan Type: Site Development Plan Location: North side of Lafferty Lane approximately one quarter mile west of Horsepond Road Address: 350 Lafferty Lane Tax Parcel: ED-05-077.16-02-05.00-000 Owner: Devreco, LLC. Site Area: Phase 1 7.50 +/- acres Phase 2 12.24 +/- acres Total 19.74 acres +/- Zoning: M (Manufacturing Zone) AEOZ (Airport Environs Overlay Zone): Accident Potential Zones I & II Noise Zone A (Area of 225 SF) Current Use: Vacant Lot (Agricultural Land and Woodland) Proposed Use: Flex Warehouses (total of 219,750 SF) Phase 1 Building 1: 54,000 SF Phase 2 Building 2: 42,000 Sf Building 3: 123,750 SF Parking: Overall Required: 275 Overall Proposed: 294 Phase 1 Proposed: 131 Phase 2 Proposed: 163 Water and Sewer: City of Dover Waiver Requests: Partial Elimination of Upright Curbing For Consideration: Performance Standards Review Application Treed Woodland Mitigation Plan (To be Submitted for Phase 2) 109

Item 6. City of Dover Development Advisory Committee Application Review Commentary D.A.C. Meeting Date: September 4, 2024 FILE #: S-24-13 APPLICATION: Flex Use Facilities Commercial Warehouse (Business Park) at 350 Lafferty Lane REVIEWING AGENCY: City of Dover Planning CONTACT PERSON: Katherine Oehmke, Planner I PHONE #: (302) 736-7196 Email: koehmke@dover.de.us I. PLAN SUMMARY: S-24-13 Flex Use Facilities Commercial Warehouse (Business Park) at 350 Lafferty Lane – Review of a Site Development Plan Application for the construction of a 54,000 SF Flex Warehouse, a 42,000 SF Flex Warehouse, and a 123,750 SF Flex Warehouse (a total of 219,750 SF) with site improvements in a Phased Development Plan. The property is zoned M (Manufacturing Zone) and is subject to the AEOZ (Airport Environs Overlay Zone): Accident Potential Zones I & II. The property consists of 19.74 acres. Phase 1 will contain 7.5 +/- acres and Phase 2 will contain 12.24 +/- acres. 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: 350 Lafferty Lane. Tax Parcel Number: ED-05-077.16-02-05.00-000. Council District 2. Waiver Request: Partial Elimination of Upright Curbing. For Consideration: Performance Standards Review Application. For Future Consideration: Tree Mitigation (Tree Woodland Planting). The original submission consisted of a proposal for development of the entire project. The Applicant has revised the submission to focus on Phase 1 consisting of a 54,000 SF Flex Warehouse, adjacent parking areas and stormwater management areas. See Phasing Plan set of 2 sheets (PH-1 and PH-2). PH-1 shows Phase 1 of the overall plan. Phase 1 is shaded in pink and then only Phase 1 is presented in sheet PH-2. Existing Property The property is currently vacant land previously used as agricultural land and includes areas of woodlands with wetlands. History of the property In March 2022, the owner of the property went before the Planning Commission for a Site Development Plan and Subdivision. The result was the 22.86-acre property divided into a 2.99 +/- parcel (Lot 2) and a 19.74 +/- acre parcel (Lot 1) that is the subject of this application. The smaller parcel was developed into a warehouse and distribution center for Frito Lay (Application S-22-02). Surrounding Land Uses The surrounding properties are primarily in the M (Manufacturing Zone) except for 2 small properties to the immediate west that contain 2 houses in the R-10 (One Family Residence Zone). To the east is the George & Lynch Administration Building and Contractors yard. To the north is the right-of-way for State Route 1 and 110

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 3 of 14 the Puncheon Run Connector on-ramp to State Route 1. To the west is other land owned by the State of Delaware which contains a stormwater management facility. II. PROJECT DESCRIPTION: The Site Development Plan includes 3 warehouse buildings totaling 219,750 square feet with site improvements. The site includes a 54,000 SF Flex Warehouse (Building 1), a 42,000 SF Flex Warehouse (Building 2), and a 123,750 SF Flex Warehouse (Building 3). The entrance is off Lafferty Lane shared with the property at 300 Lafferty Lane. Each building will have parking on 2 sides, with several handicapped spaces on the front side of each building. The primary focus of this Plan Review is Phase 1 of the project. The development area for Phase 1 is 7.5 acres. Phase 1 will contain the first building of 54,000 SF with parking on both sides. They will develop the storm water facilities (dry retention ponds) on the north and the east side of the property with this phase. There will be some woodland clearing on the northern portion of the tract to accommodate stormwater management facilities. The Phase 1 project appears to remove 2.33 acres of woodland areas. Total woodland clearing for both phases combined should not exceed 50% without a Woodland Mitigation Plan. The overall projects buildings and site improvements is shown for reference but will require additional review. Preliminary Land Use Services Review (PLUS) An application (PLUS Review #2024-08-0) related to this project was reviewed by the State’s Preliminary Land Use Services, as required by the City of Dover’s Memorandum of Understanding (MOU). It was reviewed by the State at the meeting on August 28, 2024. This MOU requires that non-residential developments of over 75,000 square feet complete the PLUS Review process prior to application submission. Upon receipt of the PLUS Review comments, the applicant must provide a written response. III. ZONING REVIEW: M (Manufacturing Zone) This application is a Site Development Plan. This property is zoned as M (Manufacturing Zone) which the Zoning Ordinance in Article 3, Section 19.1 allows for the following: Article 3 Section 19: 19.1 Uses permitted. 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, and in accordance with performance standards procedure as set forth in article 5, section 8 and subject to the site development plan approval as set forth in article 10, section 2: 19.11 Manufacturing, assembling, converting, altering, finishing, cleaning, cooking, baking or any other type of manufacturing or industrial processing of any goods, materials, products, instruments, appliances and devices, provided that the fuel used shall be oil, gas or electricity; together with accessory uses incidental to the use. 19.12 Research, design and development laboratories. 19.13 Wholesale storage and warehousing, transshipment and distribution, logistics support. 19.14 Building contractors' yards. 111

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 4 of 14 19.15 Public utilities uses. 19.16 Ministorage facilities, subject to the following regulations: (a) No unit shall be placed within 30 feet of any other structure on the lot or a residential property line. (b) No outside storage, except for recreational vehicles, boats or personal automobiles when completely screened from view and parked in specifically approved locations. Parking for these vehicles shall not count toward the required parking set forth in subsection (e) below. (c) No individual unit may be used for retail, garage sale or any other commercial activities. (d) No storage of flammable, explosive, corrosive or other hazardous products may occur in the individual unit. (e) Parking must be provided at a ratio of one space for each 25 rental units, plus a minimum of three spaces for an office outside of the enclosure. One row of parallel parking is permitted between buildings at a ratio of one space per 25 feet. (f) All other bulk requirements of this ordinance are met. 19.17 Railroad yards, sidings, and storage facilities. 19.18 Accessory uses: (a) On-site offices, clinics, food service facilities, recreation facilities and child day care services collocated within the permitted use and limited to exclusive use by employees, and such other accessory uses and structures clearly incidental to, and customary to and associated with the permitted use. (b) The following uses may be permitted as conditional uses if approved by the planning commission in accordance with the provisions and procedures set forth in article 10, section 1 and any specified requirements set forth below: (1) Associated retail uses in conjunction with and accessory to a permitted use, provided that the associated retail uses do not occupy more than 30 percent of the gross floor area of the building or group of buildings on a lot. Parking shall be provided at a rate of one parking space per 300 square feet of retail space for the exclusive use of retail customers in addition to the bulk parking requirements of this zoning district for a particular use. (2) Outside storage which is incidental to the primary uses on the lot, within a completely enclosed and secure area appropriately screened from public view and not in any required setback from property lines. 19.2 Uses prohibited. The following uses are specifically prohibited: 19.21 Residences. 19.22 Manufacturing uses involving primary production of the following products from raw materials: asphalt, cement, charcoal, and fuel briquettes; chemicals: aniline dyes, ammonia, carbide, caustic soda, cellulose, chlorine, carbon black and bone black, creosote, hydrogen and oxygen, industrial alcohol, nitrates (manufactured and natural) of an explosive nature, potash, plastic materials and synthetic resins, pyroxylin, rayon yarn, and hydrochloric, nitric, phosphoric, picric, and sulphuric acids; coal, coke and tar products, including gas manufacturing; explosives; fertilizers; gelatin, glue and size (animal); linoleum and oil cloth; matches; paint, varnishes and turpentine; rubber (natural and synthetic); soaps, including fat rendering; [and] starch. 19.23 The following processes: nitrating of cotton or other materials; milling or processing of flour, food, or grain; magnesium foundry; reduction, refining, smelting, and alloying of metal or metal 112

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 5 of 14 ores; refining secondary aluminum; refining petroleum products, such as gasoline, kerosene, naphtha, [and] lubricating oil; distillation of wood or bones; [and] reduction and processing of wood pulp and fiber, including papermill operations. 19.24 Operations involving stock yards and slaughter houses, grain elevators, and slag piles. 19.25 Storage of explosives and bulk or wholesale storage of gasoline above the ground. 19.26 Dumps, except those owned and operated by the city. 19.27 Quarries, stone crushers, screening plants, and storage of quarry screenings, accessory to such uses. 19.28 Junkyards, automobile dismantling plants or storage of used parts of automobiles or other machines or vehicles or of dismantled or junked automobiles. Bulk Standards for the M (Manufacturing Zone) are outlined in Zoning Ordinance, Article 4 Section 4.16. The maximum lot coverage for this zone is 85% and height limit is 60 feet. The proposed impervious lot coverage for Phase 1 is 20%. The proposed impervious lot coverage for the entire project calculated by staff is 54%. Airport Environs Overlay Zone (AEOZ) This property is subject to the requirements of the Airport Environs Overlay Zone (AEOZ) as outlined in Zoning Ordinance Article 3 § 22. Article 3 Section 22 22.3 Accident potential zones and noise zones. The AEOZ is comprised of two basic regulatory components: accident potential zones and noise zones. This section establishes three accident potential zones and four noise zones. The boundaries of each of these zones are delineated on the City of Dover Zoning Map and are further described as follows: (a) Accident potential zones: (1) Clear zone (CZ) is that area immediately adjoining the end of a runway and which extends outward from the edge of the runway a distance of 3,000 feet and which is 3,000 feet in width (1,500 feet to either side of the centerline of the airport runway); (2) Accident potential zone I (APZ I) is that area immediately adjoining the outer edge of the CZ and which extends outward from the boundary of the CZ a distance of 5,000 feet, and which is 3,000 feet in width; and (3) Accident potential zone II (APZ II) is that area immediately adjoining the outer edge of the APZ I and which extends outward from the boundary of the APZ I a distance of 7,000 feet, and which is 3,000 feet in width. (b) Noise zones: Noise zone A (DNL A) is that area within and bounded by DNL contour lines of between 65 decibels and 69 decibels of noise pressure. (2) Noise zone B (DNL B) is that area within and bounded by DNL contour lines of between 70 decibels and 74 decibels of noise pressure. (3) Noise zone C (DNL C) is that area within and bounded by DNL contour lines of between 75 decibels and 79 decibels of noise pressure. (4) Noise zone D (DNL D) is that area within and bounded by DNL contour lines of 80 decibels and subject to noise pressure of 80 decibels and greater. This property is within Accident Potential Zones I & II (APZ I and APZ II) of the AEOZ. The Accident Potential Zones I & II allows for most uses permitted within the M (Manufacturing Zone) zoning district and calls for an interior noise level reduction of thirty (30) decibels. APZ I & II also prohibit structures from exceeding sixty (60) feet in height. Additionally, items that could generate smoke or light (such as solar 113

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 6 of 14 panels) are not allowed. The list of prohibited uses in the APZ are found in Zoning Ordinance, Article 3 Section 22.8: Article 3 Section 22 22.8 Prohibited uses. In addition to uses prohibited by subsection 22.6, land use compatibility table, the following activities are prohibited within the CZ, APZ I and APZ II zones of the AEOZ, including, but not limited to: (a) Storage of explosives; (b) Hazardous or toxic materials/waste; (c) Aboveground transmission lines; (d) Uses that release into the air any substance which would impair visibility or otherwise interfere with the operation of aircraft (dust, smoke, etc.); (e) Uses that produce light emission, direct or indirect, which would interfere with pilot vision; (f) And uses that attract birds or water fowl, such as, but not limited to, landfills, wastewater treatment facilities, and associated settling ponds, artificial marshes, dredge spoil materials, sand and gravel dredging operations and open fish farming. The proposed development parcel has roughly 225 SF on the southeast corner within Noise Zone A (65dB- 69dB) of the AEOZ. This area is shown to the side of the stormwater management area. Noise Zone A (65dB-69dB) allows for most uses permitted within the M (Manufacturing Zone) Zoning District with an interior noise level reduction of twenty-five (25) decibels. There is no structural building in the Noise Zone A. As each specific tenant is identified, the use must be reviewed through a Permit Review process for compliance with the M Zone and the AEOZ. The proposed land use for each building (and tenants within each building) must comply with the permitted uses of the M (Manufacturing Zone) (Zoning Ordinance Article 3 § 19) and the Land Use Compatibility Table of the AEOZ (Zoning Ordinance, Article 3 § 22.6). The Dover Air Force Base has provided additional information in their agency comments relating to FAA Bird Mitigation for properties in the flight path for the Air Base, population density suggestions in the APZ I & II zones, as well as submission to DelDOT for the State Office of Aeronautics requirements. Please see comments in the attachments from the Dover Air Force Base for details. IV. PARKING SUMMARY: The parking requirement for the M (Manufacturing) Zone is one space for every 800 square feet. The three buildings together are 219,750 SF requiring a total of 275 parking spaces. The plan has outlined 294 parking spaces including 14 handicapped spaces (6 in Phase 1) near front entrances. This is an excess of 19 parking spaces. Phase 1, with its 54,000 SF building will require 68 parking spaces, 4 bike parking spaces. Phase 1 will create 131 parking spaces and appears to provide 5 bike parking spaces. Loading Berths Article 6, Section 4.27 of the Zoning Ordinance states that for manufacturing, wholesale, or storage uses in the M zone, the project must provide sufficient off-street loading berths. Loading berth minimum size requirement is 12 feet X 60 feet. The applicant has provided loading berths of 16 feet X 60 feet. The first two buildings (Buildings 1 and 2) appear to be broken into individual tenant spaces, and 1 loading berth per unit is shown. The larger warehouse building (Building 3) at the back of the property is showing 12 loading berths. No interior walls are shown, but there is potential for separating tenant spaces. From Planning Staff 114

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 7 of 14 review it appears the project provides enough loading spaces, but they may want to look at options for parking of trucks awaiting unloading opportunities or resting space. Bicycle Parking Article 6, Section 3.1 of the Zoning Ordinance outlines the required number of bicycle parking spaces as 1 bicycle space for every 20 car parking spaces. Based on the required number of parking spaces, there is a requirement of 14 bicycle parking spaces. The data columns on the cover page state 14 spaces will be provided. Bicycle parking is shown on the preliminary site plan, with a bike rack at each building. Waiver Request: Partial Elimination of Upright Curbing The upright cubing for parking lots and drive isles is required by the requirements of Article 6, Section 3.6(b) of the Zoning Ordinance. The applicant has requested a partial reduction to allow for stormwater runoff to the pervious and landscaped areas, rather than pool the water inside upright curbing. SITE CONSIDERATIONS: Access The access the property appears to come in through the adjacent property at 300 Lafferty Lane. Lafferty Lane is a state-maintained road. These two properties were created by a Minor Subdivision Plan in December 2022 (S-22-02). The DelDOT DAC Report Comments from S-22-02 noted planning for the opportunity to access the residual lot (350 Lafferty Lane) through the entrance at 300 Lafferty Lane. The S- 22-02 Final Site Plan includes a traffic generation table and a DelDOT Entrance Plan. The development of this parcel will need to confirm that the entrance as constructed is adequate to serve both parcels. Lighting Staff counted thirteen (13) lights along the perimeter of the access drive that travels through the site and along the front parking lot for the overall project. Page SP-1 describes the lights as PR LED Cobra head lighting pole. Additionally, each building has lights on all sides of the exterior. Sidewalks A sidewalk is proposed along Lafferty Lane and the applicant has added connections from the street frontage sidewalk and to each building through the landscaped parking peninsulas. Additionally, there are 5- foot sidewalks along the front side of each building. The street frontage sidewalk on Lafferty Lane and sidewalks serving Building 1 are shown for Phase 1. Dumpsters The new dumpster regulations for non-residential buildings require two (2) dumpsters for each building. This has been provided in what looks like a 10’ X 10’ square enclosed dumpster area. These three dumpster areas provided for each building sit on the outside edge of the access drives for the property. The Dumpster for Phase 1 is shown to the northwest of Building 1. V. BUILDING ARCHITECTURE: The representative architectural renderings show a low-pitched roof warehouse with front doors to tenant spaces in pairs. The double entrance is punctuated with a horizontal corrugated metal tower. The rest of the building and roof are covered in horizontal metal sheeting. The bottom of the walls of these entrance towers 115

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 8 of 14 at the entrances are cultured veneer stone. The windows are topped with a flat metal awning. The corner entrances have a flat cantilevered metal canopy held with metal tie rods. These building elevations are reflective of the Building 1 in Phase 1. VI. TREE PLANTING AND LANDSCAPE PLAN: Zoning Ordinance, Article 5 Section 16.5 outlines the woodland preservation requirements. Only a maximum of 50% of the existing woodland on the parcel may be cleared for development. The overall site includes 11.85 acres of woodland. For Phase I of the project, a total of 2.33 acres will be removed, leaving 9.52 acres of woodlands to remain. Consideration of woodland clearing for the later phases of the project appears to propose clearing of more than 50% of the total woodlands of the site. This will necessitate future consideration of a Tree Mitigation Plan for woodland clearing. 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. Based on the number of development area (non-woodland area) acres for this development site, the minimum required number of trees is 230. The Site Plan includes a landscaping plan for tree planting showing 109 trees for Phase 1. The Zoning Ordinance, Article 5, Section 16 outlines what guidelines to use for designing the landscape plan. A six-foot buffer between the front of the building and the sidewalk is shown as being filled with deciduous and evergreen shrubs, ground covers and perennials. Focusing on Phase 1, after the proposed woodland clearing for Phase I only the property has a development area of 7.5 acres which would require 109 trees to be planted. Currently the plan only listing 49 trees for this phase. Applicant is submitting a new landscape plan to eliminate the tree mitigation. Tree Mitigation Plan The front-page states they are seeking a waiver for the number of trees not provided. A Tree Mitigation Plan must be provided for consideration by the Planning Commission at a rate of 1 tree per 1 deficit tree and for woodland areas created at a rate of 1.25 times the area removed, as per Article 5, Section 16 of the Zoning Ordinance; see below. A Tree Mitigation Plan must be submitted for review by the Planning Commission. Article 5 Section 16 16.9 Tree mitigation. 16.91 Planning commission waiver. The planning commission may waive the provisions of subsections 16.52, 16.53, and 16.62, and require replacement planting for mitigation purposes should the planning commission determine, after demonstration by the applicant, that due to physical limitations of the land which would otherwise prohibit the reasonable use of the land, or for purposes of preserving, protecting and promoting the interest of public health, safety, welfare and/or public convenience. All tree mitigation plantings must occur within the corporate limits of the City of Dover. Tree mitigation may occur off-site in accordance with the provisions listed below in this ordinance: (a) If a waiver is sought from the provisions of subsection 16.62, new tree plantings are required at a rate of 1:1. All new tree plantings shall meet the minimum size at planting requirements of the City of Dover table of trees. (b) If a waiver is sought from the provisions of subsection 16.52 and/or subsection 16.53, then mitigation must be in the form of newly created woodland areas. New woodlands shall be created at a rate of 1.25 times the amount of woodlands to be removed. A woodland 116

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 9 of 14 mitigation plan shall be prepared by a licensed forester, landscape architect, or certified nursery professional, for the consideration of the planning commission. (c) (c) All tree mitigation must occur on-site unless an off-site location is specifically approved by the planning commission. When considering off-site locations for tree mitigation, the commission shall consider: 1) A physical hardship related to the land which would otherwise prohibit compliance on the subject site; 2) Whether the mitigation plan proposed by the applicant is superior in terms of environmental benefits, tree quantity, or aesthetic qualities compared to strict compliance with the ordinance on-site. Opaque Barrier Requirement Zoning Ordinance, Article 5 Section 7 requires an opaque barrier between non-residential and residential uses. This situation occurs along a portion of the west property line with the Phase I area. Article 5 Section 7 7.2 Opaque barrier. Visual and sound screening shall be provided on a non-residential use when abutting a residential use, except in front yard areas. The screening shall be required to be installed on site as part of planning commission or administrative site plan approval. Where required, screening shall consist of an opaque barrier at least six feet in height, accompanied by landscaping. 7.21 Opaque barrier options. The requirement for the opaque barrier may be met by choosing one of the following: a) An opaque fence made of durable materials such as wood, vinyl, composite, etc. b) A wall constructed of masonry materials, either stucco, brick, split-faced block, or decorative concrete. If the principal structure on the lot is of masonry construction, the wall shall match the exterior of the building. c) An earthen berm (3:1 slope maximum). d) An earthen berm (3:1 slope maximum) with either an opaque fence or wall constructed on top. Materials of the fence or wall shall be as specified in options a) and b). The total height of the barrier may be no less than six feet high. 7.22 Landscaping options. The required opaque barrier must be accompanied by one of the following: a) A durable and continuous evergreen planted screen, six feet in height at the time of planting. In the case of an earthen berm, the evergreen screen may be on the top of the berm. b) A hedge that will grow to a height of at least six feet at maturity. The hedge shall be interspersed with evergreen trees at least six feet high at the time of planting. The hedge shall be at least four feet high at the time of planting. In the southwest corner of the property, the plan shows a fence on the border between the residential area and the application property to the end of the residential property on the property line. The Opaque Barrier must also include the required landscape component. 117

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 10 of 14 Wetland Areas/ Waterbodies The Zoning Ordinance, Article 5 §11.22 prescribes provisions related to wetland areas. There are setback requirements from wetland areas that are over 0.25 acres in size. From these wetland areas, a 100-foot setback is required; however, this can be reduced to 50 feet with implementation of a Riparian Buffer or reduced to 30 feet with bank stabilization. The project site layout reduces the buffer to 30 feet and in these areas the exiting vegetation is to be maintained and augmentation of the Riparian Buffer is proposed with new tree and shrub plantings. 11.22 Water bodies and wetlands. Water bodies and wetlands shall be left as permanent open space. No development, filling, piping or diverting shall be permitted, except for required roads, to be approved by the United States Army Corps of Engineers and/or the Delaware Department of Natural Resources and Environmental Control. Within these same areas, the clearing or removal of natural ground cover or vegetation, including the cultivation of the soil for agricultural purposes, is prohibited. The Site Plan key shows Existing Wetlands, Existing Wetlands to be filled, and Proposed Wetlands Mitigation. The descriptions pointing to the patterned area outside of the Wetlands and Wetland Mitigation areas are described as Riparian Bank Stabilization. Some clarification is needed on the sizes of the areas. It does not appear that the Wetland Areas will be involved in the Phase 1 of the project area. VII. PERFORMANCE STANDARDS REVIEW: Uses in the M (Manufacturing Zone) are subject to the performance standards summarized in Zoning Ordinance, Article 5 § 8.1 and as more specifically outlined in Article 5 § 8.5. Article 5 §8.1 Dangerous and objectionable elements. No land or building in any zone shall be used or occupied in any manner so as to cause any one or more of the following conditions to exist and to be dangerous, injurious, noxious or offensive beyond the boundaries of such premises in such a manner or in such amount as to adversely affect the reasonable use of the surrounding area or adjoining premises: Fire, explosive or other hazard; noise, or vibration; smoke, dust, odor or other form of air pollution; heat, cold, dampness or electromagnetic disturbance; glare, liquid or solid refuse or waste; traffic congestion causing roadways or intersections in the surrounding highway network to fall below acceptable levels of comfort and convenience; or other substance, condition or element (referred to hereinafter as "dangerous or objectionable elements"), provided that any use permitted or not expressly prohibited by this ordinance may be undertaken and maintained if it conforms to the regulations of this section limiting dangerous and objectionable elements at the point of the determination of their existence. The project’s compliance with a series of performance standards for the “dangerous and objectionable elements” are to be considered by the Planning Commission. The “dangerous and objectionable elements” are as follows: • Fire and explosion hazards (activities with and storage of) • Radioactivity or electromagnetic disturbance • Noise (sound pressure level) • Vibration • Smoke • Odors (Odorous gases or odorous matter) • Fly ash, dust, fumes, vapors, gases, and other forms of air pollution 118

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 11 of 14 • Glare (from lighting or high temperature processes) • Liquid or solid wastes • Traffic congestion (Level of Service E) The project cannot cause the above conditions to exist so that they adversely affect the surrounding areas or adjoining properties. The specific limits of each performance standard are described in the Zoning Ordinance. Where the performance standards conflict with regulations established by other state or local agencies such as the Delaware Department of Natural Resources and Environmental Control (DNREC), the more restrictive regulations apply. As part of this procedure, a Performance Standard Review Application is required to accompany this Plan submission for review and approval. Their response is below: “The project is a proposed flex-use/warehouse facility. There will not be any dangerous and objectionable elements within the use of this building. There will be delivery and pick up of the products via delivery vehicles. The building itself will not be over 30ft high and will not have any explosive or flammable materials. No activities on the property will have and radioactivity or electromagnetic disturbance of any kind. The noise from the warehouse will be no more than loading and unloading of products within the working hours of 6am-5pm. There will be no vibrations, smoke, odors, air pollution, glare, or waste emitting from the building. We are working with DelDOT on a Letter of No Contention (LONC) as we are proposing the use of the existing entrance onto Lafferty Lane via the neighboring Frito-Lay Distribution Center. Pursuant to the Performance Standards listed within Article 5 Section 8, we are confident this project is well within the acceptable uses of the Standards.” 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) Additional review comments may be provided upon submission of additional information. 2) Review and Approval of the Performance Standards Review Application is required for the property development in accordance with Zoning Ordinance, Article 5 § 8. 3) For the Site Plan approval of the Phase 1 area, all data columns and plan sheets must reflect compliance with the Zoning Ordinance. The plan for development of the remaining phases of the project may be subject to additional review processes with the Planning Commission. 4) List Correction items for sheets PH-1 and PH-2. a. Clarify that Data Charts pertain to Phase 1. b. List Woodland Area to be removed in Phase 1. c. Check calculations of proposed Impervious (Lot 1) listing. 5) The Site Data Column on all Plan Sheets need to be updated prior to Final Approval with the 119

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 12 of 14 following in accordance with Article 10 § 2.5. The following items should be clarified: a. The property ownership listed at the right side of the parcel should be moved to the top of the parcel, as the line for the property owned by the State of Delaware follows the back property line going north. This correction should be made on all the pages. b. Correct the developer city name in the owner’s certification block (pages CO-1 and LS-1). c. Data Column line item 27 should be deleted in favor of a waiver request or updated Landscape Plan. d. In the Land Use Summary on page CO-1, please provide the proposed impervious percentage in addition to the provided square footage. 6) Upright Curbing: Upright curbing shall be provided around all parking and driving areas in accordance with the requirements of the Zoning Ordinance unless a waiver is granted by the City Planner. A Waiver Request was received for consideration. 7) Details: When final plans are submitted, details for curbing, dumpster enclosure, and curb depressions must be included. 8) Tree Requirements: The project must comply with the tree planting requirements based on the development area and the project must comply with the woodland clearing limitations. A Tree Mitigation Plan must be submitted for the trees required and not provided. a. Only trees of certain type and size can be counted towards requirements of tree planting. Shrubs and perennials do not count. b. For Phase 1, the plan must provide the required tree plantings for that area of the project. If the plan design results in a deficit of trees proposed, then a Tree Mitigation Plan for tree planting must be submitted for consideration by the Planning Commission. c. For the balance of the project development, it must comply with the tree planting requirements. If the plan design results in a deficit of trees proposed, then a Tree Mitigation Plan for tree planting must be submitted for consideration by the Planning Commission. d. If more than 50% of the existing woodland on Lot 1 is proposed for removal, then a Tree Mitigation Plan for the development of the new woodland areas (rate of 1.25 of the area cleared above 50%) must be submitted for consideration by the Planning Commission. 9) Landscape Plan Certification: Landscape plans must be certified by a Design Professional as per Article 5 Section 16 of the Zoning Ordinance. 10) Wetlands Mitigation: Please provide additional information on the details of your Wetlands Mitigation Plan. Documentation is required. A pre-application meeting with Kent Conservation District is requested per the agency comments. 11) Riparian Buffer Establishment: Details on how you will establish the Riparian Buffer and Bank Stabilizations as associated with the Weland Areas must be provided. 120

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 13 of 14 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 intent of the Zoning Ordinance and the accomplishment of several objectives listed in subsections 2.21 to 2.28. 1) Recommendation on Waiver Request: a) Waiver Request for Partial Elimination of Upright Curbing: Planning Staff have considered the waiver for partial elimination of upright curbing to allow for water run off absorption. Given the proximity to the existing wetlands, staff recommend the approval of this waiver. 2) Consideration of Performance Standards Review Application: a) Review and Approval of the Performance Standards Review Application is required for the property development in accordance with Zoning Ordinance, Article 5 § 8. Planning Staff has reviewed the basic statement submitted and finds that it generally demonstrates the intent to comply with the restrictions of the Zoning Ordinance. With each proposed tenant and evaluation of compliance will be completed. X. ADVISORY COMMENTS TO THE APPLICANT: 1) This Site Plan Review is focused on Phase 1 of the project. While the initial concept for the balance of the development is depicted it may require separate review action by the Planning Commission. 2) The Planning Commission should act upon the request for any 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. 3) If major changes and revisions to the Site Development Plan occur in the finalization of the Site Plan, please contact the Department of Planning and Inspections. Examples include relocation of site components like paving and increases in floor area/unit 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. 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) 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 121

Item 6. S-24-13 Flex Use Facilities Commercial Warehouse Business Park at 350 Lafferty Lane FINAL DAC Report of September 4, 2024 Page 14 of 14 received, copies of the Plan may be submitted for final endorsement (Final Plan Approval). 6) 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 remove existing trees/vegetation, the import of fill dirt, etc. 7) The applicant/developer shall be aware that prior to any ground disturbing activities on the site the appropriate Site Plan approvals, site inspections and Permits are required. The City of Dover offers an opportunity for your construction team to meet with the various city departments involved in your project during a Pre-Construction Meeting. 8) The applicant shall be aware that Site Plan approval does not represent a Building Permit and associated construction activity permits. A separate application process is required for the issuance of a Building Permit from the City of Dover. 9) The applicant shall be aware that Plan approval does not represent a Sign Permit, nor does it convey permission to place any new 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. 122

Item 6. CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: AUGUST 28, 2024 APPLICATION: Flex Use Facilities Commercial Warehouse Business Park FILE #: S-24-13 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 EMAIL: 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 letter of no objection, signed by DelDOT is submitted to our office. 2. Please add the following notes to the plans: a. Standard City of Dover sidewalk, as per chapter 98, article IV of the Dover Code of Ordinances, shall be required to be installed along the entire public street frontage of a property. Where frontage sidewalk exists but does not meet the standards of chapter 98, article IV, the sidewalk shall be re-laid to meet the standards. Sidewalk shall include barrier-free access ramping at points of intersection with street crossings and at other locations so as to afford reasonable barrier-free pedestrian movement and site access. b. In accordance to Appendix A, Article VI, Section B.3, all sidewalks shall ascend from the curbstone to the building line at the ratio of one-quarter of an inch to the foot. Nothing in this section shall be construed to affect any pavement previously laid by order of the city council, until it is taken up and relaid. 123

Item 6. Flex Use Facilities Commercial Warehouse Business Park File #: S-24-13 August 28, 2024 Page 2 of 4 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 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. Please be advised that effective May 1, 2022, water mains can now be constructed using DR 18 PVC. 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 buildings. These projections must be submitted prior to approval so the meter size can be placed on the final site plan. The proposed water meters 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. Water services shall be either type K copper or SDR-9. 8. On October 24, 2022, City of Dover Council approved the new Cross Connection Control Program. This program requires certain backflow prevention assemblies on water service connections to the city’s distribution system. Please provide a specific description of the activities in each building. 9. All water infrastructure on the property will be owned and maintained by the property owner. WASTEWATER 124

Item 6. Flex Use Facilities Commercial Warehouse Business Park File #: S-24-13 August 28, 2024 Page 3 of 4 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 mains 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. All wastewater infrastructure on the property will be owned and maintained by the property owner. 9. Depending on the effluent flow, 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 125

Item 6. Flex Use Facilities Commercial Warehouse Business Park File #: S-24-13 August 28, 2024 Page 4 of 4 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. 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 . 126

C F S-24-13 Item 6. 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: August 28, 2024 REVISED D S O H V A E L R APPLICATION: Flex Use Facilities Commercial Warehouse Business Park FILE #: S-24-13 REVIEWING AGENCY: City of Dover, Office of the Fire Marshal CONTACT PERSON: Jason Osika, Fire Marshal PHONE #: (302) 736-4457 josika@dover.de.us 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 storage/warehouse 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 50% and clearly shown on the plans. Perimeter Access minimum width shall be10 feet for one-story buildings and 15 feet for buildings of two or more stories, 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) 127

Item 6. Where parking is located between the building and perimeter access area, parking shall not be located closer than 10 feet to the exterior wall for one-story buildings and 15 feet to the exterior wall for building of two or more stories. 5. Fire lanes shall cover 25% of the proposed building. 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) Where parking is located between the building and the perimeter access area, parking shall not be located closer than 10 feet to the exterior wall for one-story buildings and 15 feet to the exterior wall for building of two or more stories. 2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3.5.2 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) 128

Item 6. 11. 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. 12. 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 13. 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. 14. Speed Reduction Devices must be approved, please see City of Dover Ordinance Chapter 98-10 in reference to this process. 15. 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. 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) 129

Item 6. 16. Fire hydrants shall be installed per the requirements of City of Dover Public Utilities Water/Wastewater Handbook, NFPA requirements, and Delaware State Fire Prevention Regulations. City Ordinance Sec 46-9 (f). 5.1.1 Hydrant spacing as shown in the Fire Flow Tables shall be used as a general rule. Hydrants shall be located at the direction of the State Fire Marshal so as to minimize friction in fire hose. All hydrant spacing shall be located along available roads or at the direction of the State Fire Marshal. This measurement shall be calculated by way of accessible thoroughfare(s) from the building to be protected to the hydrant and may not necessarily be a radius. 5.1.3 Additional hydrants shall be provided when the State Fire Marshal deems it necessary based on the configuration of the site, building(s), exposures, construction, occupancy, and/or specific hazard(s). Fire Flow table 2, hydrant spacing shall be 800 feet on center for one and two family detached dwellings, other residential, rowhouses and townhouses, assembly, health care, business, education, storage, industrial, mercantile, and mini storage. (702, Chapter 6) NFPA 1 18.5.2 detached one- and two-family dwellings, fire hydrants shall be provided for detached one- and two-family dwellings in accordance with both of the following: 1. the maximum distance to a fire hydrant from the closest point on the building shall not exceed 600 feet 2. the maximum distance between fire hydrants shall not exceed 800 feet. 18.5.3 buildings other than detached one- and two-family dwellings, fire hydrants shall be provided for buildings other than detached one- and two-family dwellings in accordance with both of the following 1. The maximum distance to a fire hydrant from the closet point on the building shall not exceed 400 feet 2. The maximum distance between fire hydrants shall not exceed 500 feet 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 130

Item 6. 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. Hydrants are to be Darling Co. B-62-B Breakaway https://american-usa.com/products/valves-and- hydrants/fire-hydrants/5-1-4-american-darling-b-62-b-5 20. NFPA 72 compliant Fire Alarm System required per occupancy code requirements. 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. 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) 21. Sprinkler system required. 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. 131

Item 6. 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. 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. 132

Item 6. 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) NFPA 101, 12.3.5.1 The following assembly occupancies shall be protected throughout by an approved, supervised automatic sprinkler system in accordance with 9.7.1.1(1): 1. Dance Halls 2. Discotheques 3. Nightclubs 4. Bars 5. Restaurants 6. Assembly occupancies with festival seating 22. 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- 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) 23. 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) 24. Fire Department Connection to be located within 300 feet of fire hydrant, measured as hose would come off the fire equipment. 25. If there is any type of rack storage, the following will be required: 1) a diagram showing the layout and type of rack system 2) a list and quantity of items being stored 3) a letter from an authorized/licensed fire suppression contractor stating that in rack sprinklers are or are not needed. If in rack sprinklers are not needed, a letter may be requested from an authorized/licensed fire suppression contractor to ensure that the sprinkler system is adequate for the storage presented. 26. 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 133

Item 6. 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) 27. 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, 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) 28. 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. 134

Item 6. 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) 29. 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 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, 135

Item 6. 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) 30. 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. 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 31. 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 32. Buildings over 25,000 Sq. Ft are to have radio performance testing done prior to Final CO. This must be scheduled in advance with an authorized vendor. 33. Project to be completed per approved Site Plan. 34. Full building and fire plan review is required. 35. 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. 136

Item 6. 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. 36. Construction or renovations cannot be started until building plans are approved. 37. 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. 38. Building cannot be occupied by the public until a Certificate of Occupancy is obtained. 39. The following is City Ordinance, Appendix B-Zoning, Article 8 Enforcement and Penalties: Section 1. - Building permits. No building or structure in any district shall be erected or structurally altered without a building permit duly issued upon application to the building inspector. No building permit shall be issued unless the proposed construction or use is in full conformity with all the provisions of this ordinance. Any building permit issued in violation of the provisions of this ordinance shall be null and void and of no effect, without the necessity for any proceedings for revocations or nullification thereof, and any work undertaken or use established pursuant to any such permit shall be unlawful (see section 4 for penalties). 1.1 No building permit shall be issued for the construction or alteration of any building upon a lot without frontage upon, or legal permanent access to, a public street improved to the satisfaction of the planning commission, or without access to a public sewer. 1.2 No building permit shall be issued for any building where the site development plan of such building is subject to approval by the planning commission, except upon approval of such plans approved by the said commission. 1.21 No building permit shall be issued for any building in a subdivision unless the subdivision plot has been approved by the planning commission. 1.3 No building permit shall be issued for a building to be used for any conditional use in any zone where such use is allowed only with approval of the planning commission, unless and until such approval has been duly granted by the said commission. (Ord. of 7-12-1993, § 3) ADDITIONAL / SPECIFIC REQUIREMENTS TO OBTAIN APPROVAL: 1. Phase 1 only 2. Only 2 fire hydrants are shown. Additional hydrants are required as outlined in item # 16 listed above. They must be located every 800’ and they must also be within 300’ of the FDC as hose would come off of the apparatus. If there are fire pumps, a discussion is needed in reference to the hydrants and fire suppression systems not being on the same system. 3. An occupancy classification per the building and fire code will be required during plans submission 137

Item 6. 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. 138

Item 6. CITY OF DOVER ELECTRIC DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: AUG 28, 2024 APPLICATION: Flex Use Facilities Commercial Warehouse Business Park FILE #: S-24-13 REVIEWING AGENCY: City of Dover Electric Department CONTACT PERSON: Shawn Burgett, Engineering Services & System Ops 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. 139

Item 6. Flex Use Facilities Commercial Warehouse Business Park File #: S-24-13 Aug 28, 2024 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 . 140

Item 6. CITY OF DOVER D E DEVELOPMENT ADVISORY COMMITTEE L APPLICATION REVIEW COMMENTARY D O T =============================================================== APPLICATION: Flex Use Facilities Commercial Warehouse Business Park FILE#: S-24-13 REVIEWING AGENCY: DelDOT CONTACT PERSON: Brian Williams PHONE#: 302-760-2141 =============================================================== 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. Pre-submittal meeting required with DelDOT. 141

Item 6. KENT CONSERVATION DISTRICT 1679 SOUTH DUPONT HIGHWAY • DOVER, DELAWARE 19901• (302) 608-5370 • WWW.KENTCD.ORG CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY AUGUST 2024 APPLICATION: Flex Use Facilities Commercial Warehouse Business Park FILE #: S-24-13 REVIEWING AGENCY: Kent Conservation District CONTACT PERSON: Cullen Baker 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 detailed sediment and stormwater management plan must be reviewed and approved by the District prior to any land disturbing activity (i.e. clearing, grubbing, filling, grading, etc.) taking place. The review fee and a completed Application for a Detailed Plan are due at the time of plan submittal to the District’s office. 2. The following notes must appear on the record plan: a. The Kent Conservation District reserves the right to enter private property for purposes of periodic site inspection. b. The Kent Conservation District reserves the right to add, modify, or delete any erosion or sediment control measure, as it deems necessary. c. A clear statement of defined maintenance responsibility for stormwater management facilities must be provided on the Record Plan. ADVISORY COMMENTS TO THE APPLICANT: 1. In place of the excavated forebays in the stormwater ponds, please provide gabion wall forebays similar to the ones installed in the existing stormwater pond that is to be enlarged during construction. 2. Please note the Kent Conservation District will not review an application more than three times. If after the third review the plan is still not found to be approvable, the application will be denied, and a new application with review fees are to be re-submitted to continue a detailed plan review. 3. As a reminder, the Kent Conservation District is required to verify that a Notice of Intent (NOI) for Stormwater Discharges Associated with Construction Activity under a NPDES General Permit has been received by DNREC prior to District approval. 4. A letter of no objection to recordation will be provided upon approval of the Sediment and Stormwater Management Plan. 142

Item 6. CITY OF DOVER Dover/Kent DEVELOPMENT ADVISORY COMMITTEE County Metropolitan APPLICATION REVIEW COMMENTARY Planning D.A.C. MEETING DATE: 9/4/2024 Organization S-24-13 Flex Use Facilities Commercial Warehouse Business Park FILE # S-24-13 REVIEWING AGENCY: Dover/Kent County MPO CONTACT PERSON: Malcolm Jacob PHONE #: (302) 387-6030 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 Site Development Plan Review S-24-13 Flex Use Facilities Commercial Warehouse Business Park The Site Development Plan does not appear to include truck parking spaces separate from the loading docks. Parking and staging availability has been an ongoing challenge for the City of Dover, and it is common for trucks and trailers to be left in “undesignated” parking areas. Given the volume of trucks that will be visiting the property, there may be times when there are not enough loading docks available. Drivers may also need to leave their vehicles at a safe, designated location overnight. With this in mind, several truck parking and staging spaces, in addition to the loading docks, should be considered and designated for the site plan if they have not already. Sidewalks and bicycle racks are planned for the property, which will positively impact bicycle and pedestrian connectivity. These improvements will provide a variety of transportation options for employees and visitors to the property. In 2021 the MPO completed the Dover Air Cargo Freight Access Study, which recommends transportation improvements that will support economic growth in between Dover Air Force Base and White Oak Road. While the study does not specifically address this property, it does recommend improvements to Lafferty Lane. For the full study, please see the following link: 143

Item 6. • https://doverkentmpo.delaware.gov/files/2021/09/Dover-Air-Cargo-Freight-Study- PEL_final.pdf. 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. 144

Item 6. From: JORDAN, MATTHEW W CIV USAF AMC 436 CES/CENPL To: Melson-Williams, Dawn Cc: TUMOLO, DOMINIC J CIV USAF AMC 436 CES/CENP Subject: EXTERNAL: Comments for DAC Date: Wednesday, August 28, 2024 1:37:54 PM Attachments: Pages from AICUZ Guide.pdf 150-5200-33C.pdf Final Compatible Use Plan.pdf 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, Thank you for the opportunity to speak at the DAC meeting today. As discussed, below are a list of my comments for the developer. 1. Review FAA Circular 150-5200-33C Hazardous Wildlife Attractants on or near airports (attached) and the compatible use plan (attached) 2. Submit plans to the FAA and DelDOT Office of Aeronautics 3. Recommend contacting DNREC and the EPA about possible PFAS contamination due to DOVER AFB being a superfund site 4. Recommend a Phase II site assessment to be fully aware of possible contamination on site 5. Recommend reviewing attached Department of Defense Instruction (DoDI 4165.57) which gives specific guidance on warehouse facilities in APZ’s, and number of people recommended for safety 6. Recommend reviewing Section 22 of the City of Dover planning code to become familiar with prohibited items in the APZ’s 7. Any solar on site will need to be reviewed by the FAA and DoD clearinghouse to ensure no glint or glare issues Will there be a contingency plan if the property is developed and not used? V/R Matt Matthew Jordan Dover Air Force Base Community Planner 436 CES/CENPL 600 Chevron Ave. Dover AFB DE 19902 Com: 302-677-6831 DSN: 445-6831 145

Item 6. DoDI 4165.57, December 13, 2020 Table 1. Land Use Compatibility in APZs, Continued Land use Name and SLUCM Category Clear Zone APZ-I APZ-II Maximum Density Trade use group (SLUCM Category 50) Maximum FAR of 0.28 in Wholesale trade N Y Y APZ I and .56 in APZ II Maximum FAR of 0.20 in Retail trade – building materials N Y Y APZ-I and 0.40 in APZ-II Retail trade – hardware, paint, and farm equipment Maximum FAR of 0.14 in N Y Y stores APZ I and 0.28 in APZ II Maximum FAR of 0.16 in Retail trade – including neighborhood centric shops N N Y APZ II Mass retailing, super stores, strip malls, shopping centers5, discount clubs, home improvement stores, N N N eating and drinking establishments, etc. Retail trade – food such as groceries, bakeries, Maximum FAR of 0.24 in confectionaries, meat markets, and fast food N N Y APZ II establishments Retail trade – automotive, marine craft, aircraft, Maximum FAR of 0.14 in N Y Y and accessories APZ I and 0.28 in APZ II Retail trade – apparel and accessories, furniture, Maximum FAR of 0.28 in N N Y home, furnishings and equipment APZ II Maximum FAR of 0.16 in Other retail trade N N Y APZ II Services use group (SLUCM Category 60) Finance, insurance, real estate, personal, Maximum FAR of 0.22 in professional and miscellaneous services (office N N Y APZ II uses only) Cemeteries N Y6 Y6 Maximum FAR of 1.0 in Warehousing and storage services N Y Y APZ I; 2.0 in APZ II Maximum FAR of 0.11 Repair services and contract construction N Y Y APZ I; 0.22 in APZ II Hospitals, nursing homes, and other medical facilities; educational services, childcare services, N N N child development centers, and nurseries Maximum FAR of 0.24 in Government services N N Y APZ II Cultural, entertainment, and recreational use group (SLUCM Category 70) Nature exhibits N Y7 Y7 Cultural activities, auditoriums, concert halls, places of worship; outdoor music shells, museums, outdoor displays, amphitheaters, sports arenas, N N N spectator sports, resorts and group camps, or other places of assembly Amusements (e.g., fairgrounds, miniature golf, 50 people per acre N N Y11 driving ranges; amusement parks.) Recreational activities (including golf courses, Maximum FAR of 0.11 in N Y7 Y7 riding stables, water recreation), parks APZ I; 0.22 in APZ II APPENDIX 3B: RECOMMENDED LAND USE COMPATIBILITY IN APZS 15 146

Item 6. DoDI 4165.57, December 13, 2020 Table 1. Land Use Compatibility in APZs, Continued Land use Name and SLUCM Category Clear Zone APZ-I APZ-II Maximum Density Other cultural, entertainment and recreation N Y6 Y6 Resource production and extraction use group (SLUCM Category 80) Agriculture and livestock farming, including Y8 Y8 Y8 grazing and feedlots Maximum FAR of 0.28 in Agriculture related activities N Y Y APZ I; 0.56 in APZ II Maximum FAR of 0.28 in Forestry activities9 N Y Y APZ I; 0.56 in APZ II Maximum FAR of 0.28 in Fishing activities N10 Y Y APZ I; 0.56 in APZ II Maximum FAR of 0.28 in Mining activities N Y Y APZ I; 0.56 in APZ II Maximum FAR of 0.28 in Other resource production or extraction N Y Y APZ I; 0.56 in APZ II Other use group (SLUCM Category 90) Undeveloped land Y Y Y Water areas N N N Key to Table 1 – Land use compatibility in APZs Land use recommendations: Y (Yes) – Land use and related structures compatible without restrictions. N (No) – Land use and related structures are not compatible and should be prohibited. Yx – Yes with restrictions. The land use and related structures generally are compatible. However, see note(s) indicated by the superscript. Nx – No with exceptions. The land use and related structures are generally incompatible. However, see note(s) indicated by the superscript. Notes for Table 1 – Land Use Compatibility in APZs General notes for all uses: a. The suggested maximum occupancy for commercial, service, or industrial buildings or structures in APZ I is 25 people per acre, and 50 people per acre in APZ II. Outside events should normally be limited to assemblies of not more than 25 people an acre in APZ I, and maximum assemblies of 50 people an acre in APZ II. b. Recommended FARs are calculated using standard parking generation rates for various land uses, vehicle occupancy rates, and desired density in APZ I or II. For APZ I, the formula is FAR equals 25 people an acre divided by (Average vehicle occupancy times Average parking rate times (43560÷1000)). The formula for APZ II is FAR equals 50 divided by (Average vehicle occupancy times Average parking rate times (43560÷1000)). c. No structures (except airfield lighting and navigational aids necessary for the safe operation of the airfield when there are no other siting options), buildings, or above ground utility and communications lines should normally be located in clear zone areas on or off the air installation. For pilot and public safety, the clear zone is subject to the most severe restrictions. d. Safety of flight should be considered when evaluating development that includes explosive potential; generates smoke, steam, or dust; creates electronic interference; lighting or glare; or tall structures. e. Development of renewable energy resources, including solar and geothermal facilities and wind turbines, may impact military operations through hazards to flight or electromagnetic interference. Each new development should be analyzed for compatibility on a case-by-case basis that considers both the proposal and potentially affected mission. APPENDIX 3B: RECOMMENDED LAND USE COMPATIBILITY IN APZS 16 147

Item 6. PROPOSED "FLEX' USE FACILITIES Line # L1 L2 Line Table Direction Length N33°20'28"E N33°02'24"E 11.32 14.68 N/F DORIS SUMMERS LAFFERTY LANE, DOVER, DE L3 L4 L5 N31°45'18"E N32°03'52"E N27°59'06"E 53.76 28.20 27.68 D8873/86 SITE 2-05-07716-02-0200-000 DE ST L6 N27°18'27"E 53.22 MB AT E ZONING: R-20 PL AI N L7 N17°12'37"E 20.89 LAND USE: NA D 83 ONE FAMILY RESIDENCE ZONE L8 N17°12'37"E 20.76 N32°15'42"W N32°20'34"W L1 L9 N15°32'47"E 68.94 124.20' N32°21'54"W N32°26'46"W 568.21' L2 L10 N13°20'20"E 67.33 74.45' 112.21' L11 N11°09'22"E 39.78 L3 LOCATION MAP: 1" = 1200' L4 Sheet List Table FIRE Sheet LANE L5 Sheet Title Number CO-1 TITLE SHEET L6 EX-1 EXISTING CONDITIONS PLAN SP-1 SITE PLAN SD-1 STORM DRAIN & GRADING PLAN UT-1 SEWER AND WATER PLAN N/F FIRST STATE BUSINESS CENTER LLC "E LS-1 LANDSCAPING PLAN D0634/0090 '04 30 2-05-07700-01-2803-00001 4° 8' N2 38.7 ZONING: MANUFACTURING 1 N/F LAND USE: AGRICULTURAL STATE OF DELWARE 2-05-07700-01-2300-000 SITE SITE DATA ZONING: MANUFACTURING LAND USE: AGRICULTUAL 1. THE PROPERTY SHOWN HEREON IS CURRENTLY OWNED BY: DOVER INDUSTRIAL, LLC C/O TRAVIS MARTIN S58°53'12"W 34752 DELAWARE AVE, UNIT 6 FRANKFORD, DE 19945 PROPOSED 597.09' "E PHONE: 302-245-9323 FLEX WAREHOUSE 1 '42 EMAIL: tmartin@coastaltradesupply.com 2. PRESENT USE OF PROPERTY: AGRICULTURAL 54,000 SF LOT 1 0° 08 7' N2 24. 1 7 PROPOSED USE OF PROPERTY : INDUSTRIAL WAREHOUSE 860,045.42 SF 3. DEED BVP: D12295/213, PLAT BOOK: 149/22 19.73± AC 4. COUNTY TAX MAP: 2-05-07716-02-0500-00001 5. TOTAL NUMBER OF LOTS = 1 6. SITE IS LOCATED ON LAFFERTY LANE 1,448± FT FROM THE L7 INTERSECTION OF HORSEPOND RD AND LAFFERTY LANE. 7. EXISTING WETLANDS DELINEATED ON SITE= 24,798 SF LOCATION MAP: 1" = 400' L8 8. BENCHMARK: N: 418288.6577' E: 635316.1994' 9. SITE IS LOCATED WITHIN AEOZ MAP ACCIDENT POTENTIAL I AND II. 10. PORTION OF THE SITE IS LOCATED WITHIN NOISE ZONE A. 11. THE PRESENT ZONING OF THIS PROPERTY IS M (MANUFACTURING) R Y A CITY OF DOVER ZONING CODE. L9 12. TOTAL AREA OF LOT 1 = 860,045.42 SQ.FT / 19.74± ACRES 13. TOTAL AREA OF LOT 2 = 130,579.33 SQ.FT. / 3.00± ACRES 14. THIS PROPERTY IS SHOWN ON F.I.R.M. COMMUNITY PANEL # I N 10001C0188J (PANEL 188 OF 435), DATED 7/7/2014, AS BEING IN FLOOD ZONE "X", AREA OF MINIMAL FLOOD HAZARD. L1 0 L I M 15. WATER AND SEWER SERVICES ARE CITY OF DOVER PUBLIC WORKS/WATER & WASTEWATER DIVISION. R E 16. TRASH COLLECTION TO BE PRIVATE. 17. NO TRAFFIC STUDY REQUIRED. FIRE LANE P LAFFERTY LANE L1 18. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF DOVER CODE 1 IN EFFECT AT THE TIME OF CONSTRUCTION. CO-1 (60' ROW) 19. REQUIREMENTS OF THE STATE AND COUNTY BEST MANAGEMENT PRACTICES SHALL BE USED IN THE MAINTENANCE OF THE SYSTEM. HC HC HC N1 20. THE FINAL SITE PLAN APPROVAL SHALL BE BY THE CITY OF DOVER. 0° 21. THIS SURVEY DOES NOT CERTIFY TO THE LOCATION AND/OR 15 82 '49 0 60 90 120 EXISTENCE OF EASEMENTS AND RIGHT-OF-WAYS CROSSING .7 "E 6' SUBJECT PROPERTY. 22. THIS PROPERTY IS IN INVESTMENT LEVEL AREA 2. 23. CONTRACTOR TO VERIFY ALL ELEVATIONS LISTED ON THE PLAN WITH A GRAPHIC SCALE > MINIMUM OF THREE BENCHMARKS THAT ARE ON THIS PROJECT'S > 1 inch = 60 feet UTILIZED DATUM PRIOR TO COMMENCING ANY CONSTRUCTION. IF ANY 421.71' > > > LOCATIONS OR ELEVATIONS OF BENCHMARKS, EXISTING FACILITIES, S34°48'23"E N6 OR STRUCTURES DIFFER FROM THAT SHOWN HERE ON, CONTRACTOR °4 4'3 SHALL IMMEDIATELY NOTIFY ENGINEER AT 410-749-1023. 13 5" 2. INIT. 24. HORIZONTAL DATUM IS BASED ON DELAWARE COORDINATE 08 E ' REVISIONS SYSTEM NAD83. VERTICAL DATUM IS BASED ON NAVD88. L=35.12' 25. ALL PROPOSED GRADING AND CONSTRUCTION SHOWN ON THESE R=1773.63' PLANS SHALL TIE INTO EXISTING GRADES WITHIN THE LIMIT OF DISTURBANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT TIE IN GRADES, ELEVATIONS AND SLOPES MATCH EXISTING CONDITIONS AND ARE ACCEPTABLE. IF CONDITIONS DIFFER THAN DATE CO-1 THOSE SHOWN ON THE PLANS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. > DWG. > 3' S60°22'56"W 26. THERE IS NO APPLICABLE TID FOR THIS PROJECT > 214.8 27. PLANNING STAFF APPROVAL OF THE WAIVER REQUEST TO ELIMINATE PORTIONS OF THE UPRIGHT CURBING AS RELATED TO LOT 2 301.36' S43°37 '50"E THE PROPOSED STORMWATER MANAGEMENT SYSTEM DESIGN TO 130,579.33 SF 2-05-07716-02 ALLOW FOR SHEET FLOW. 2.99± AC 0500-00001 ROAD NAME: LAFFERTY LANE 6"E x x x N51°41'4 x 48.74' LAFFERTY LANE x N/F TITLE SHEET DELMARVA LAND HOLDINGS, LLC x 329.58' D10622/0123, D6294/0342, D3535/0181 6"E EXISTING S38°16'4 2-05-07700-01-2804-00001 TAX MAP x PARCEL ZONING: MANUFACTURING > FRITO LAY LAND USE: COMMERCIAL FACILITY x FOR: DOVER INDUSTRIAL LLC x 534.23' > 09/09/24 6"E S38°11'4 x RBA > > > x > x x x x TREE DENSITY REQUIREMENTS N/F LOT AREA = 19.74± AC AEOZ ZONE SUMMARY DRAFTSMAN LAFFERTY LANE PROPERTIES LLC WOODLANDS AREA ON SITE = 11.85± AC D0693/0146 WOODLANDS AREA TO REMAIN = 9.52± AC OWNER'S CERTIFICATION AEOZ MAP - ACCIDENT POTENTIAL ZONE 1 = 7.25 AC x 25 = 101 IT IS HEREBY CERTIFIED THAT I AM THE OWNER OF THE PROPERTY DESCRIBED AND DATE 2-05-07716-02-0600-00001 CITY OF DOVER MANUFACTURING DEVELOPMENT AREA = 7.50± AC LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE ZONING: MANUFACTURING AEOX MAP - ACCIDENT POTENTIAL ZONE 2 = 5.54 AC x 50 = 277 SHOWN ON THIS PLAN. THAT THE PLAN WAS MADE AT MY DIRECTION, AND THAT I ZONE BULK AND PARKING NEW TREE PLANTINGS REQUIRED ACKNOWLEDGE THE SAME TO BE MY ACT AND DESIRE THE PLAN TO BE DEVELOPED AS LAND USE: COMMERCIAL REGULATIONS 7.50 x 43,560 / 3000 = 109 SHOWN AND IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. LOT AREA 1/2 ACRE TREE PLANTINGS PROPOSED = 109 LAND USE SUMMARY LOT WIDTH (FT.) 100 DOVER INDUSTRIAL LLC DATE LOT DEPTH 150 TOTAL AREA C/O TRAVIS MARTIN LEGEND BUILDING USE SUMMARY PARCEL 0500-00001 = 995,996.38 SF / 22.86± AC 34752 DELAWARE AVE, UNIT 6 FRONT YARD (FT.) 40 LOT 1 = 860,045.42 SF / 19.74± AC FRANDFORD, DE 19945 - PROPOSED WATER VALVE - PROPOSED CURB JOB NO.S2382A-PS-TITLE PH1.DWG - PROPOSED WATER METER SIDE YARD (FT.) 20 FLEX USE WAREHOUSE 1 = 54,000 SF LOT 2 = 130,579.33 SF / 3.00± AC PHONE: 302-245-9323 M - PROPOSED PARKING STRIPE EMAIL: tmartin@coastaltradesupply.com - PROPOSED HYDRANT EX.W - EXISTING WATER MAIN - PROPOSED ASPHALT REAR YARD (FT) 20 - PROPOSED STAND PIPE EXISTING IMPERVIOUS PR.W - PROPOSED WATER MAIN 1" = 60' S - PROPOSED SEWER MANHOLE SIDE OR REAR YARD WHICH ADJOINS NONE EX.SS - EXISTING SEWER LINE 50 PARKING SUMMARY C/O - PROPOSED SEWER CLEAN OUT PR.SS - PROPOSED SEWER LINE - PROPOSED SIDEWALK A RESIDENTIAL ZONE (FT.) D - PROPOSED STORMDRAIN MANHOLE EXISTING PERVIOUS PR.SD - PROPOSED STORM DRAIN PIPE ZONING M REQUIREMENTS PER CITY OF DOVER - PROPOSED CURB INLET OFF-STREET PARKING SPACE: GRASS = 474,889 SF / 10.90± AC - WETLANDS DELINEATION PROFESSIONAL CERTIFICATION SCALE - PROPOSED FLARED END SECTION - WETLANDS BUFFER - PROPOSED BUILDING - PER 800 SQ.FT. OF FLOOR AREA 1 WOODS = 508,376 SF / 11.67± AC - PROPOSED OUTFALL STRUCTURE WHOLESALE WAREHOUSE: 1 PER 800 SQUARE FEET. TOTAL = 983,265 SF / 22.21± AC IT IS HEREBY CERTIFIED THAT I AM A REGISTERED ENGINEER IN THE STATE OF DELAWARE, 20 - EXISTING CONTOUR - PER EMPLOYEE, PER LARGEST WORKING THAT THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY SUPERVISION - PROPOSED FLOW ARROWS - EXISTING SWALE SURVEYING FORESTRY 1 AND TO THE MY BEST KNOWLEDGE AND BELIEF REPRESENTS GOOD ENGINEERING - PROPOSED WALL MOUNT LIGHT FIXTURE > - EXISTING TREE LINE TO BE REMOVED - EXISTING WETLANDS SHIFT (IF GREATER THAN THE REQUIREMENT UNDER THE FLOOR AREA CALCULATION TOTAL REQUIRED PROPOSED IMPERVIOUS (PHASE 1) PRACTICES AS REQUIRED BY THE APPLICABLE LAWS OF THE STATE OF DELAWARE. R KE - PROPOSED LED COBRA HEAD LIGHT POLE - PROPOSED TREE LINE BUILDING HEIGHT: 54,000 SF / 800 = 68 SPACES WAREHOUSE = 54,000 SF / 1.24± AC A R Sep 09, 2024-3:25pm - PROPERTY BOUNDARY LINE TOTAL PROVIDED = 130 SPACES PAVEMENT = 113,004± SF / 5.37± AC P - BUILDING SETBACK LINE - EXISTING PAVING - STORIES NO LIMIT (INCLUDING 6 VAN ACCESSIBLE HANDICAP SPACES) CONCRETE = 3,995± SF / 0.40± AC - UTILITY EASEMENT BROCK E. PARKER P.E., R.L.S. DATE - DRAINAGE EASEMENT - FEET 60 TOTAL = 170,999± SF / 3.93± AC 528 RIVERSIDE DRIVE SALISBURY, BICYCLE PARKING REQUIRED ESTABLISHED MARYLAND - EXISTING EDGE OF PAVEMENT FLOOR AREA RATIO 0.5 1 PER 20 PARKING SPACES = 4 SPACES SALISBURY, MARYLAND 21801 1977 410-749-1023 - EXISTING CONCRETE PHONE: (410) 749-1023 FAX: (410) 749-1012 - PROPOSED EDGE OF PAVEMENT TOTAL PROVIDED = 4 SPACES LIMIT OF DISTURBANCE = 326,613± SF/ 7.50± AC SIDEWALK/PAVEMENT LOT COVERAGE 85% EMAIL: brock@parkerandassociates.org & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 148

Item 6. SOILS HSG SITE COVERAGE FgcA - FALLINGTON LOAMS - 0 TO 2% SLOPES, MID-ATLANTIC COASTAL PLAIN "C/D" 11.13± AC PyA - PINEYNECK LOAM - 0 TO 2% SLOPES "C" 0.22± AC PyB - PINEYNECK LOAM - 2 TO 5% SLOPES "C" 8.41± AC DE 21 ST AT E PL N/F AI N EX.8''SS NA DORIS SUMMERS D 83 D8873/86 20 MB 2-05-07716-02-0200-000 EX.8''W ZONING: R-20 EXISTING WETLANDS TO REMAIN LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 19 > 124.20' N32°26'46"W 18 > > N32°21'54"W 568.21' > > L2 EX.8''SS > > > 74.45' 112.21' 20' BSL EX.8''W L3 18 > L4 > EX.8''SS 19 > L5 EX.8''W 23 22 21 15' UTILITY EASEMENT 20 L6 > 19 > N/F EX.8''SS FIRST STATE BUSINESS CENTER LLC D0634/0090 19 2-05-07700-01-2803-00001 > N/F ZONING: MANUFACTURING EX.8''W > STATE OF DELWARE LAND USE: AGRICULTURAL 2-05-07700-01-2300-000 N2 > PyA 4° 30 ZONING: MANUFACTURING 13 LAND USE: AGRICULTUAL 8.7 '04 18 > 8' "E EX WOODS LINE EX.8''SS > 23 22 23 22 EX.8''W > 23 20 ' 18 FgcA BS L 40' BSL S58°53'12"W 22 > 597.09' > N2 EX.8''SS > 21 0° EX.8''W LOT 1 19 12 4. 77 08 ' '42 "E 19 20 860,045± SF 20 > 19.73± AC > 21 L7 R Y EX.8''SS 20 L8 A IN LAFFERTY LANE EX.8''W PyB > 20 22 EXISTING WETLANDS (60' ROW) > FgcA 22 TO REMAIN L9 L I M AEO 22 > R E AE Z M EX.8''SS > O Z M AP-AC 19 L1 P EX.8''W AP- CID 20 0 18 A E C N EX-1 21 C > EX SWALE TO BE IDE T PO NT T 22 17 P EN MODIFIED AS NECESSARY L1 O TEN TIAL 16 1 0 60 90 120 16 TIA ZON > 17 L E > Z ON II 18 N1 EX.8''SS EX.8''W GRAPHIC SCALE EI 19 0° 1 1 inch = 60 feet 82 5'49 .7 > 20 6' "E > > 21 20 INIT. 20' BSL > REVISIONS > 421.71' > 22 > S34°48'23"E > 21 PyA N6 22 °4 EX.8''SS EX.8''W > 4'3 13 5" 15 2. 15 08 E ' L=35.12' DATE EX-1 > 22 16 EX. DWG. 22 R=1773.63' SD 17 18 20 2121 > LOT 2 21 21 19 EX.8''W 2-05-07716-02 EX.8''SS 130,579± SF 0500-00001 > ROAD NAME: LAFFERTY LANE EX.6''SS EX.6''SS > EX.SD 3' S60°22'56"W 21 > 214.8 EXISTING CONDITIONS PLAN 2.99± AC 0"E 301.36' > '5 43°37 .15''SD S NO > EX ISE ZON 1 EX WOODS LINE E 21 20 EX.6''SS 6 D (D LAFFERTY LANE 20 N51°41'4 NL 20 21 2 EX. N/F D) ''SD 48.74' x x 36 1198 22 x DELMARVA LAND HOLDINGS, LLC EX. 22 EX.8''W 22 > 17 SD 22 19 EX.8''SS D10622/0123, D6294/0342, D3535/0181 20 x EXISTING NT 22 "E E EASEME TAX MAP 18 PARCEL 2-05-07700-01-2804-00001 19 STORMWATER DRAINAG ZONING: MANUFACTURING x MANAGEMENT 21 LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC > FACILITY 20 TO BE ENLARGED 19 17 329.58' EXISTING x 15 15 18 "E 16 38°16'46 4 11>4 EX.6''SS 18 FRITO LAY 17 S 09/09/24 x 17 EXCHANGE 19 > EX.12''SD 18 CENTER RBA 17 EX.8''W x 19 19 20' BSL EX.8''SS D EX.15''S x > 534.23' > EX.15''S "E S38°11'46 x D DRAFTSMAN PR.1''W 20 1414 > PR.1''W PR.1''W > 21 > M > x 21 15 > DATE x x x x ENT LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE 20 ER EASEM 20 ARY SEW > 10' SANIT EX.8''W EX.8''SS N/F 15 19 LAFFERTY LANE PROPERTIES LLC > D0693/0146 2-05-07716-02-0600-00001 1" = 60' 14 13 ZONING: MANUFACTURING JOB NO.S2382A-PS-EXIST PH1.DWG 12 EX.SD LAND USE: COMMERCIAL 19 EX.8''W > 1" = 60' SCALE SURVEYING FORESTRY R KE A R Sep 09, 2024-3:25pm P SALISBURY, ESTABLISHED MARYLAND 1977 410-749-1023 & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 149

Item 6. N/F ROBERT K. GARRISON D22619 2-05-07716-02-0100-000 ZONING: R-20 LAND USE: ONE FAMILY DE ST RESIDENCE ZONE AT E PL N/F AI N NA DORIS SUMMERS D 83 D8873/86 MB 2-05-07716-02-0200-000 ZONING: R-20 EXISTING WETLANDS TO REMAIN LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 124.20' N32°21'54"W N32°26'46"W 568.21' L2 74.45' 112.21' PR DUMPSTER 20' BSL 172' OF 6' WHITE 15' OF 4' WHITE 30' WETLANDS BUFFER 24' STOCKADE FENCE VINYL FENCE L3 R1 57.14' LANDSCAPE SCREENING 0 ' 5' 9' R3 R3 50' BSL PR WOODS LINE RIPARIAN BANK ' STABILIZATION R54 L4 93.03' FIRE LANE PROPOSED AUXILIARY L5 STORMWATER MANAGEMENT FACILITY L6 30' WETLANDS BUFFER N/F FIRST STATE BUSINESS CENTER LLC D0634/0090 2-05-07700-01-2803-00001 N/F ZONING: MANUFACTURING STATE OF DELWARE LAND USE: AGRICULTURAL PROPOSED 2-05-07700-01-2300-000 N2 PR.15''SD RECESSED TRUCK 4° ZONING: MANUFACTURING 13 30 DOCK PR WOODS LINE 8.7 '04 LAND USE: AGRICULTUAL 15' UTILITY EASEMENT 8' "E PR.15''SD 5' SIDEWALK PR WALL MOUNT LIGHT (TYP) ' 20 BS PROPOSED L 40' BSL 450' S58°53'12"W FLEX WAREHOUSE PR.15''SD 54,000 SF 597.09' N2 "E '42 LOT 1 30' WETLANDS BUFFER 08 0° .77 12 4 ' PROPOSED PR.15''SD 860,045± SF 19.73± AC PAVING EX WOODS LINE PROPOSED L7 R Y PR.15''SD PAVING L8 A IN LAFFERTY LANE EXISTING WETLANDS 5' SIDEWALK (60' ROW) TO REMAIN L9 L I M PR.1 PROPOSED RECESSED TRUCK AEO ZM 30' WETLANDS BUFFER R E 5''S D 15' 120' 160' DOCK A E O Z M AP-AC CID L1 P AP 0 9' - A E (TYP) FIRE PR.1 ) C C N IDE T PO SP-1 P NT T P EN D LANE 5''S TY 18' '( L1 R3 O TEN TIAL 1 0 60 90 120 (TYP) 24' M 39' TIA ZON L E C/O HC 5' .15'' S 5' SIDEWALK HC Z ON II N1 R1 30' PR HC GRAPHIC SCALE EI 0° PR 5-BIKE RACK S(TYP) R3 R3 S PR.8''SS R PR.8''SS D 0' 1 1 inch = 60 feet 30' 0' 82 5'49 PR.18''SD PR.6''W PR.6''W PR.6''W .7 PR BUSINESS SIGN PROPOSED 6' "E PAVING 0' RIPARIAN BANK R3P R6 0' ' STABILIZATION INIT. R.18''S 30 D 20' BSL > R1 REVISIONS PR.18 > ''SD 421.71' > > > 51.49' S34°48'23"E ' N6 00 °4 R1 13 4'35 SP-1 2. " 08 E ' DATE L=35.12' EX. EXISTING DWG. SD PAVING R=1773.63' PR WOODS LINE LOT 2 2-05-07716-02 EXISTING SITE PLAN - PHASE 1 130,579± SF 0500-00001 > ROAD NAME: LAFFERTY LANE CONCRETE > EX.SD 3' S60°22'56"W PAVING > 214.8 2.99± AC 0"E 301.36' 7 '5 S43°3 NO EX.15''S ISE PROPOSED ZON STORMWATER ED 6"E LAFFERTY LANE N51°41'4 D (DN MANAGEMENT EX. N/F LD FACILITY 36 ''S ) x x x D DELMARVA LAND HOLDINGS, LLC EX. ENLARGEMENT 48.74' D10622/0123, D6294/0342, D3535/0181 SD NT E EASEME DRAINAG x TAX MAP PARCEL 2-05-07700-01-2804-00001 ZONING: MANUFACTURING x LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC x 329.58' EXISTING "E S 38°16'46 BUILDING 09/09/24 x > 7,884 SF EX.12''SD RBA x 20' BSL NT EX.15''S Y EASEME 10' UTILIT x D 534.23' > EX.15''S "E S38°11'46 x D DRAFTSMAN > > > x > DATE x x x x LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE N/F LAFFERTY LANE PROPERTIES LLC D0693/0146 2-05-07716-02-0600-00001 ZONING: MANUFACTURING JOB NO.S2382A-PS-SITE PH1.DWG EX.SD LAND USE: COMMERCIAL 1" = 60' SCALE SURVEYING FORESTRY R KE A R Sep 09, 2024-3:26pm P SALISBURY, ESTABLISHED MARYLAND 1977 410-749-1023 & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 150

Item 6. N/F ROBERT K. GARRISON D22619 2-05-07716-02-0100-000 ZONING: R-20 LAND USE: ONE FAMILY DE ST RESIDENCE ZONE AT E PL N/F AI N EX.8''SS NA DORIS SUMMERS D 83 D8873/86 MB 2-05-07716-02-0200-000 EX.8''W ZONING: R-20 LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 124.20' N32°21'54"W N32°26'46"W 568.21' L2 EX.8''SS 74.45' 112.21' EX.8''W L3 L4 EX.8''SS FIRE LANE PROPOSED AUXILIARY L5 EX.8''W STORMWATER MANAGEMENT FACILITY L6 PR PR FORBAY N/F FORBAY EX.8''SS FIRST STATE BUSINESS CENTER LLC D0634/0090 2-05-07700-01-2803-00001 > N/F ZONING: MANUFACTURING EX.8''W STATE OF DELWARE LAND USE: AGRICULTURAL 2-05-07700-01-2300-000 N2 PR.15''SD 4° ZONING: MANUFACTURING 13 30 '04 "E LAND USE: AGRICULTUAL 8.7 8' EX.8''SS PR.15''SD EX.8''W LOT 1 860,045± SF PROPOSED 19.73± AC PR.15''SD S58°53'12"W FLEX WAREHOUSE > 54,000 SF 597.09' N2 EX.8''SS 0° 12 08 EX.8''W 4. '42 "E 77 ' PR.15''SD L7 R Y EX.8''SS PR.15''SD L8 A EX.8''W IN L9 L I M 5''S R E EX.8''SS PR.1 D L1 P EX.8''W 0 FIRE PR.1 SD-1 5''S LANE D L1 1 0 60 90 120 M C/O HC S HC .15'' N1 EX.8''SS PR HC EX.8''W 0° GRAPHIC SCALE S PR.8''SS PR.8''SS D S 1 1 inch = 60 feet 82 5'49 PR.18''SD PR.6''W PR.6''W PR.6''W .7 > 6' "E PR.18 ''SD INIT. > REVISIONS PR.18 > ''SD 421.71' > > > S34°48'23"E N6 °4 EX.8''SS EX.8''W 4'3 13 5" SD-1 2. 08 E DATE STORM DRAIN & GRADING PLAN ' > L=35.12' EX. DWG. SD R=1773.63' LOT 2 EX.8''W 2-05-07716-02 EX.8''SS 130,579± SF 0500-00001 PR > ROAD NAME: LAFFERTY LANE EX.6''SS EX.6''SS > EX.SD 3' S60°22'56"W FORBAY > 214.8 2.99± AC 0"E 301.36' '5 43°37 .15''SD PR S NO > EX ISE EXISTING FORBAY ZON STORMWATER E EX.6''SS D (D 6 N51°41'4 LAFFERTY LANE NL MANAGEMENT EX. N/F D) ''SD x x x FACILITY 36 48.74' DELMARVA LAND HOLDINGS, LLC EX. EX.8''W TO BE ENLARGED SD EX.8''SS D10622/0123, D6294/0342, D3535/0181 x "E TAX MAP PARCEL 2-05-07700-01-2804-00001 ZONING: MANUFACTURING x LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC > x 329.58' "E 38°16'46 EX.6''SS S 09/09/24 x > EX.12''SD RBA EX.8''W x EX.8''SS D EX.15''S x 534.23' > EX.15''S "E S38°11'46 x D DRAFTSMAN > PR.1''W PR.1''W PR.1''W > > M > x > DATE x x x x LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE EX.8''W EX.8''SS N/F LAFFERTY LANE PROPERTIES LLC D0693/0146 JOB NO.S2382A-PS-STORM DRAIN PH1.DWG 2-05-07716-02-0600-00001 1" = 60' ZONING: MANUFACTURING EX.SD LAND USE: COMMERCIAL EX.8''W 1" = 60' SCALE SURVEYING FORESTRY R KE A R Sep 09, 2024-3:26pm P SALISBURY, ESTABLISHED MARYLAND 1977 410-749-1023 & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 151

Item 6. N/F ROBERT K. GARRISON D22619 2-05-07716-02-0100-000 ZONING: R-20 LAND USE: ONE FAMILY DE ST RESIDENCE ZONE AT E PL N/F AI N EX.8''SS NA DORIS SUMMERS D 83 D8873/86 MB 2-05-07716-02-0200-000 EX.8''W ZONING: R-20 LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 124.20' N32°21'54"W N32°26'46"W 568.21' L2 EX.8''SS 74.45' 112.21' EX.8''W L3 L4 EX.8''SS FIRE LANE L5 EX.8''W L6 N/F EX.8''SS FIRST STATE BUSINESS CENTER LLC D0634/0090 2-05-07700-01-2803-00001 > N/F ZONING: MANUFACTURING EX.8''W STATE OF DELWARE LAND USE: AGRICULTURAL 2-05-07700-01-2300-000 N2 PR.15''SD 4° ZONING: MANUFACTURING 13 30 '04 "E LAND USE: AGRICULTUAL 8.7 8' EX.8''SS PR.15''SD EX.8''W LOT 1 860,045± SF PROPOSED 19.73± AC PR.15''SD S58°53'12"W FLEX WAREHOUSE > 54,000 SF 597.09' N2 EX.8''SS 0° 12 08 EX.8''W 4. '42 "E 77 ' PR.15''SD L7 R Y EX.8''SS PR.15''SD L8 A EX.8''W IN L9 L I M 5''S R E EX.8''SS PR.1 D L1 P EX.8''W 0 FIRE PR.1 UT-1 5''S LANE D PR CLASS 1 STANPIPE L1 1 0 60 90 120 PR WATER METER PR CLEAN OUT PR HYDRANT M C/O HC S PR SSMH HC .15'' PR SSMH N1 EX.8''SS PR HC EX.8''W 0° GRAPHIC SCALE S PR.8''SS PR.8''SS D S 1 1 inch = 60 feet 82 5'49 PR.18''SD PR.6''W PR.6''W PR.6''W .7 PR 6" x 6" TEE 6' "E PR 8" x 6" SERVICE SADDLE > PR 6" x 6" TEE W/CORPORATION STOP PR.18 ''SD INIT. > REVISIONS PR.18 > ''SD 421.71' > > > S34°48'23"E N6 °4 EX.8''SS EX.8''W 4'3 13 5" 2. 08 E ' DATE UT-1 > L=35.12' EX. DWG. SD R=1773.63' WATER AND SEWER PLAN LOT 2 EX.8''W 2-05-07716-02 EX.8''SS 130,579± SF 0500-00001 > ROAD NAME: LAFFERTY LANE EX.6''SS EX.6''SS > EX.SD 3' S60°22'56"W > 214.8 2.99± AC 0"E 301.36' '5 43°37 .15''SD S > EX EX.6''SS 6 N51°41'4 LAFFERTY LANE EX. N/F ''SD x x x 36 48.74' DELMARVA LAND HOLDINGS, LLC EX. EX.8''W SD EX.8''SS D10622/0123, D6294/0342, D3535/0181 x "E TAX MAP PARCEL 2-05-07700-01-2804-00001 ZONING: MANUFACTURING x LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC > x 329.58' "E 38°16'46 EX.6''SS S 09/09/24 x > EX.12''SD RBA EX.8''W x EX.8''SS D EX.15''S x 534.23' > EX.15''S "E S38°11'46 x D DRAFTSMAN > PR.1''W PR.1''W PR.1''W > > M > x > DATE x x x x LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE EX.8''W EX.8''SS N/F LAFFERTY LANE PROPERTIES LLC D0693/0146 2-05-07716-02-0600-00001 1" = 60' JOB NO.S2382A-PS-UTILITIES PH1.DWG ZONING: MANUFACTURING EX.SD LAND USE: COMMERCIAL EX.8''W CITY OF DOVER UTILITY DETAILS (CONTRACTOR TO USE MOST UP TO DATE 1" = 60' DETAILS AT TIME OF CONSTRUCTION DWG. NO. DETAIL W-2 VALVE BOX - SCREW TYPE W-4 FIRE HYDRANT & VALVE BOX DETAIL WITHOUT CURB SCALE W-6 BUTRESSES FOR WATER MAINS FORESTRY SURVEYING W-7 DOMESTIC AND FIRE SERVICE CONNECTION R KE WW-3 WW-7 MANHOLE TYPE I FLOW CHANNEL PATTERNS A R Sep 09, 2024-3:26pm WW-8 MANHOLE STEPS P WW-9 SANITARY SEWER CLEANOUT DETAIL WW-10 MANHOLE FRAME ESTABLISHED SALISBURY, MARYLAND 410-749-1023 WW-11 MANHOLE COVER 1977 WW-15 TRENCH PAVEMENT WIDTH & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 152

Item 6. N/F ROBERT K. GARRISON D22619 2-05-07716-02-0100-000 ZONING: R-20 LAND USE: ONE FAMILY DE ST RESIDENCE ZONE AT E PL N/F AI N EX.8''SS NA DORIS SUMMERS D 83 D8873/86 MB 2-05-07716-02-0200-000 EX.8''W ZONING: R-20 EXISTING WETLANDS TO REMAIN LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 124.20' N32°21'54"W N32°26'46"W 568.21' L2 EX.8''SS 74.45' 112.21' 30' WETLANDS BUFFER EX.8''W L3 RIPARIAN BANK PR WOODS LINE STABILIZATION L4 EX.8''SS FIRE LANE 30' WETLANDS BUFFER L5 EX.8''W PR WOODS LINE L6 N/F EX.8''SS FIRST STATE BUSINESS CENTER LLC D0634/0090 2-05-07700-01-2803-00001 > N/F ZONING: MANUFACTURING EX.8''W STATE OF DELWARE LAND USE: AGRICULTURAL 2-05-07700-01-2300-000 N2 PR.15''SD 4° ZONING: MANUFACTURING 13 30 '04 "E LAND USE: AGRICULTUAL 8.7 8' EX.8''SS PR.15''SD EX.8''W PROPOSED PR.15''SD S58°53'12"W FLEX WAREHOUSE > 54,000 SF 597.09' N2 EX.8''SS 0° EX.8''W LOT 1 12 4. '42 08 "E 77 ' PR.15''SD 860,045± SF 19.73± AC L7 R Y EX.8''SS PR.15''SD L8 A EX.8''W EXISTING WETLANDS IN TO REMAIN L9 L I M 5''S R E EX.8''SS PR.1 D L1 P EX.8''W 30' WETLANDS BUFFER 0 FIRE PR.1 LS-1 5''S LANE D L1 1 0 60 90 120 M C/O HC S HC .15'' N1 EX.8''SS PR HC EX.8''W 0° GRAPHIC SCALE S PR.8''SS PR.8''SS D S 1 1 inch = 60 feet 82 5'49 PR.18''SD PR.6''W PR.6''W PR.6''W .7 > 6' "E PR.18 ''SD INIT. > REVISIONS PR.18 > ''SD 421.71' > > > S34°48'23"E N6 °4 EX.8''SS EX.8''W 4'3 13 5" 2. 08 E ' L=35.12' DATE LS-1 > EX. DWG. SD R=1773.63' LOT 2 EX.8''W 2-05-07716-02 EX.8''SS 130,579± SF 0500-00001 LANDSCAPING PLAN > ROAD NAME: LAFFERTY LANE EX.6''SS EX.6''SS > EX.SD 3' S60°22'56"W > 214.8 2.99± AC 0"E 301.36' '5 43°37 .15''SD S NO > EX ISE ZON E EX.6''SS D (D PR WOODS LINE 6 N51°41'4 LAFFERTY LANE NL EX. N/F D) ''SD x x x 36 48.74' DELMARVA LAND HOLDINGS, LLC EX. EX.8''W SD EX.8''SS D10622/0123, D6294/0342, D3535/0181 x "E TAX MAP PARCEL 2-05-07700-01-2804-00001 ZONING: MANUFACTURING x LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC > x 329.58' "E 38°16'46 EX.6''SS S LANDSCAPE LEGEND 09/09/24 x > EX.12''SD RBA EX.8''W x - CERCIS CANADENSIS (EASTERN REDBUD) - OR SIMILAR 8 DECIDUOUS SHADE TREE SPECIES - 5' TO 6' IN HEIGHT - EX.8''SS D EX.15''S x 20' ON CENTER PLANTING LOCATION 534.23' > EX.15''S "E S38°11'46 x D DRAFTSMAN > PR.1''W - THUJA OCCIDENTALIS (AMERICAN ARBORVITAE) - OR PR.1''W 68 PR.1''W > SIMILAR EVERGREEN TREE FOR SCREENING - 5' TO 6' > M > x > DATE x x x x IN HEIGHT - 10' ON CENTER PLANTING LOCATION LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE - CORNUS FLORIDA 'ALBA' (FLOWERING DOGWOOD - 11 EX.8''W WHITE) - OR SIMILAR FLOWERING ORNAMENTAL TREE - 5' TO 6' IN HEIGHT - 20' ON CENTER PLANTING LOCATION EX.8''SS N/F LAFFERTY LANE PROPERTIES LLC 22 - ACER PALMATUM (JAPANESE MAPLE) - OR SIMILAR D0693/0146 DECIDUOUS TREE - 143" - 2" CALIPER - 20' ON CENTER JOB NO.S2382A-PS-LANDSCAPE PH1.DWG 2-05-07716-02-0600-00001 PLANTING LOCATION 1" = 60' ZONING: MANUFACTURING EX.SD 34 - ROSA 'KNOCK OUT' (KNOCK OUT ROSE) - OR SIMILAR LAND USE: COMMERCIAL FLOWERING SHRUB - 1 GALLON PLANTING LOCATION EX.8''W CONSOLIDATED INTO BEDS DEVELOPER 18 - ILEX GLABRA (INKBERRY) - OR SIMILAR NATIVE SHRUB - 1 GALLON PLANTING LOCATION DOVER INDUSTRIAL LLC C/O TRAVIS MARTIN SCALE - 6' BUFFER OF FOUNDATIONAL PLANTINGS TO BE PLANTED 34752 DELAWARE AVE, UNIT 6 ALONG SIDEWALK OF EACH BUILDING'S MAIN FACADE TO FRANDFORD, DE 19945 INCLUDE A MIXTURE OF DECIDUOUS AND EVERGREEN FORESTRY PHONE: 302-245-9323 SURVEYING EMAIL: tmartin@coastaltradesupply.com SHRUBS (PINK SUMMERSWEET (CLETHRA ALNIFOLIA 'PINK R KE SPIRE'), BURNING BUSH (EUONYMUS ALATUS), HYPERICUM, SPIRAEA, AZALEAS (RHODODENDRON ATLANTICUM), AND A R Sep 09, 2024-3:26pm DESIGN PROFESSIONAL P JUNIPERS (JUNIPERUS)) AND A MIXTURE OF GROUND COVERS AND PERENNIALS (JUNIPERS AND FLOWERS, WITH PARKER AND ASSOCIATES ANNUAL COLOR (TO BE SUPPLEMENTED WHERE SALISBURY, 528 RIVERSIDE DRIVE ESTABLISHED MARYLAND APPLICABLE). 1977 410-749-1023 SALISBURY, MARYLAND 21801 PHONE: (410) 749-1023 FAX: (410) 749-1012 ALL TREES SHALL HAVE A ONE (1) YEAR REPLACEMENT GUARANTEE EMAIL: brock@parkerandassociates.org & S A E S S T CIVIL OC IA SITE ENGINEERING INC. PLANNING 153

Item 6. PROPOSED "FLEX' USE FACILITIES Line # L1 L2 Line Table Direction Length N33°20'28"E N33°02'24"E 11.32 14.68 N/F DORIS SUMMERS LAFFERTY LANE, DOVER, DE L3 L4 L5 N31°45'18"E N32°03'52"E N27°59'06"E 53.76 28.20 27.68 D8873/86 SITE 2-05-07716-02-0200-000 DE ST L6 N27°18'27"E 53.22 MB AT E ZONING: R-20 PL AI N L7 N17°12'37"E 20.89 LAND USE: NA D 83 ONE FAMILY RESIDENCE ZONE L8 N17°12'37"E 20.76 N32°15'42"W N32°20'34"W L1 L9 N15°32'47"E 68.94 124.20' N32°21'54"W N32°26'46"W 568.21' L2 L10 N13°20'20"E 67.33 74.45' 112.21' L11 N11°09'22"E 39.78 L3 LOCATION MAP: 1" = 1200' L4 Sheet List Table FIRE LANE Sheet Number Sheet Title L5 CO-1 TITLE SHEET EX-1 EXISTING CONDITIONS & DEMOLITION PLAN L6 SP-1 SITE PLAN SD-1 STORM DRAIN & GRADING PLAN UT-1 WATER AND SEWER PLAN LS-1 LANDSCAPING PLAN N/F FIRST STATE BUSINESS CENTER LLC "E D0634/0090 '04 FIRE FIRE 30 2-05-07700-01-2803-00001 4° 8' LANE LANE N2 38.7 ZONING: MANUFACTURING 1 N/F LAND USE: AGRICULTURAL STATE OF DELWARE 2-05-07700-01-2300-000 SITE SITE DATA ZONING: MANUFACTURING LAND USE: AGRICULTUAL 1. THE PROPERTY SHOWN HEREON IS CURRENTLY OWNED BY: DOVER INDUSTRIAL, LLC C/O TRAVIS MARTIN S58°53'12"W 34752 DELAWARE AVE, UNIT 6 FRANKFORD, DE 19945 PROPOSED 597.09' "E PHONE: 302-245-9323 FLEX WAREHOUSE 1 '42 EMAIL: tmartin@coastaltradesupply.com 2. PRESENT USE OF PROPERTY: AGRICULTURAL 54,000 SF LOT 1 0° 08 7' N2 24. 1 7 PROPOSED USE OF PROPERTY : INDUSTRIAL WAREHOUSE 860,045.42 SF PROPOSED 3. DEED BVP: D12295/213, PLAT BOOK: 149/22 19.73± AC FLEX WAREHOUSE 2 4. COUNTY TAX MAP: 2-05-07716-02-0500-00001 42,000 SF 5. TOTAL NUMBER OF LOTS = 2 6. SITE IS LOCATED ON LAFFERTY LANE 1,448± FT FROM THE L7 INTERSECTION OF HORSEPOND RD AND LAFFERTY LANE. 7. EXISTING WETLANDS DELINEATED ON SITE= 24,798 SF PROPOSED LOCATION MAP: 1" = 400' L8 8. BENCHMARK: N: 418288.6577' E: 635316.1994' FLEX WAREHOUSE 3 9. SITE IS LOCATED WITHIN AEOZ MAP ACCIDENT POTENTIAL I AND II. 123,750 SF 10. PORTION OF THE SITE IS LOCATED WITHIN NOISE ZONE A. 11. THE PRESENT ZONING OF THIS PROPERTY IS M (MANUFACTURING) R Y A CITY OF DOVER ZONING CODE. L9 12. TOTAL AREA OF LOT 1 = 860,045.42 SQ.FT / 19.74± ACRES 13. TOTAL AREA OF LOT 2 = 130,579.33 SQ.FT. / 3.00± ACRES 14. THIS PROPERTY IS SHOWN ON F.I.R.M. COMMUNITY PANEL # I N 10001C0188J (PANEL 188 OF 435), DATED 7/7/2014, AS BEING IN FLOOD ZONE "X", AREA OF MINIMAL FLOOD HAZARD. L1 0 L I M 15. WATER AND SEWER SERVICES ARE CITY OF DOVER PUBLIC WORKS/WATER & WASTEWATER DIVISION. FIRE FIRE R E 16. TRASH COLLECTION TO BE PRIVATE. 17. NO TRAFFIC STUDY REQUIRED. FIRE LANE LANE LANE P LAFFERTY LANE L1 18. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF DOVER CODE 1 IN EFFECT AT THE TIME OF CONSTRUCTION. CO-1 (60' ROW) 19. REQUIREMENTS OF THE STATE AND COUNTY BEST MANAGEMENT HC PRACTICES SHALL BE USED IN THE MAINTENANCE OF THE SYSTEM. HC HC HC HC N1 20. THE FINAL SITE PLAN APPROVAL SHALL BE BY THE CITY OF DOVER. 0° 21. THIS SURVEY DOES NOT CERTIFY TO THE LOCATION AND/OR 15 82 '49 0 60 90 120 EXISTENCE OF EASEMENTS AND RIGHT-OF-WAYS CROSSING .7 "E 6' SUBJECT PROPERTY. HC 22. THIS PROPERTY IS IN INVESTMENT LEVEL AREA 2. 23. CONTRACTOR TO VERIFY ALL ELEVATIONS LISTED ON THE PLAN WITH A GRAPHIC SCALE > MINIMUM OF THREE BENCHMARKS THAT ARE ON THIS PROJECT'S > 1 inch = 60 feet UTILIZED DATUM PRIOR TO COMMENCING ANY CONSTRUCTION. IF ANY 421.71' > > > LOCATIONS OR ELEVATIONS OF BENCHMARKS, EXISTING FACILITIES, S34°48'23"E N6 OR STRUCTURES DIFFER FROM THAT SHOWN HERE ON, CONTRACTOR °4 4'3 SHALL IMMEDIATELY NOTIFY ENGINEER AT 410-749-1023. 13 5" 2. INIT. 24. HORIZONTAL DATUM IS BASED ON DELAWARE COORDINATE 08 E ' REVISIONS SYSTEM NAD83. VERTICAL DATUM IS BASED ON NAVD88. L=35.12' 25. ALL PROPOSED GRADING AND CONSTRUCTION SHOWN ON THESE R=1773.63' PLANS SHALL TIE INTO EXISTING GRADES WITHIN THE LIMIT OF DISTURBANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FIRE CO-1 THAT TIE IN GRADES, ELEVATIONS AND SLOPES MATCH EXISTING FIRE CONDITIONS AND ARE ACCEPTABLE. IF CONDITIONS DIFFER THAN LANE LANE DATE THOSE SHOWN ON THE PLANS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. > DWG. > 3' S60°22'56"W 26. THERE IS NO APPLICABLE TID FOR THIS PROJECT > 214.8 27. PLANNING STAFF APPROVAL OF THE WAIVER REQUEST TO ELIMINATE PORTIONS OF THE UPRIGHT CURBING AS RELATED TO LOT 2 301.36' S43°37 '50"E THE PROPOSED STORMWATER MANAGEMENT SYSTEM DESIGN TO 130,579.33 SF 2-05-07716-02 ALLOW FOR SHEET FLOW. 2.99± AC 0500-00001 ROAD NAME: LAFFERTY LANE 6"E x x x N51°41'4 x 48.74' LAFFERTY LANE x N/F TITLE SHEET DELMARVA LAND HOLDINGS, LLC x 329.58' D10622/0123, D6294/0342, D3535/0181 6"E EXISTING S38°16'4 2-05-07700-01-2804-00001 TAX MAP x PARCEL ZONING: MANUFACTURING > FRITO LAY LAND USE: COMMERCIAL FACILITY x FOR: DOVER INDUSTRIAL LLC x 534.23' > 08/01/24 6"E S38°11'4 x BUILDING USE SUMMARY RBA > > > x > x x x x TREE DENSITY REQUIREMENTS FLEX USE WAREHOUSE 1 = 54,000 SF FLEX USE WAREHOUSE 2 = 42,000 SF N/F LOT AREA = 19.74± AC FLEX USE WAREHOUSE 3 = 123,750 SF DRAFTSMAN LAFFERTY LANE PROPERTIES LLC WOODLANDS AREA ON SITE = 11.85± AC D0693/0146 WOODLANDS AREA TO REMAIN = 3.94± AC TOTAL WAREHOUSE = 219,750 SF OWNER'S CERTIFICATION IT IS HEREBY CERTIFIED THAT I AM THE OWNER OF THE PROPERTY DESCRIBED AND DATE 2-05-07716-02-0600-00001 CITY OF DOVER MANUFACTURING NON-WOODLANDS AREA TO REMAIN = 15.80± AC LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE ZONING: MANUFACTURING SHOWN ON THIS PLAN. THAT THE PLAN WAS MADE AT MY DIRECTION, AND THAT I ZONE BULK AND PARKING NEW TREE PLANTINGS REQUIRED ACKNOWLEDGE THE SAME TO BE MY ACT AND DESIRE THE PLAN TO BE DEVELOPED AS LAND USE: COMMERCIAL REGULATIONS 15.80 x 43560 / 3000 = 230 SHOWN AND IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. LOT AREA 1/2 ACRE TREE PLANTINGS PROPOSED = 67 LAND USE SUMMARY LOT WIDTH (FT.) 100 A WAIVER IS TO BE REQUESTED FOR REMAINING DOVER INDUSTRIAL LLC DATE LOT DEPTH 150 WOODLANDS BEING LESS THAN 50% OF LOT AREA TOTAL AREA C/O TRAVIS MARTIN LEGEND AND REQUIRED TREE PLANTINGS. PARCEL 0500-00001 = 995,996.38 SF / 22.86± AC 34752 DELAWARE AVE, UNIT 6 FRONT YARD (FT.) 40 LOT 1 = 860,045.42 SF / 19.74± AC FRANDFORD, DE 19945 - PROPOSED WATER VALVE - PROPOSED CURB - PROPOSED WATER METER SIDE YARD (FT.) 20 LOT 2 = 130,579.33 SF / 3.00± AC PHONE: 302-245-9323 M - PROPOSED PARKING STRIPE EMAIL: tmartin@coastaltradesupply.com JOB NO.S2382A-PS-TITLE.DWG - PROPOSED HYDRANT EX.W - EXISTING WATER MAIN - PROPOSED ASPHALT REAR YARD (FT) 20 - PROPOSED STAND PIPE EXISTING IMPERVIOUS PR.W - PROPOSED WATER MAIN 1" = 60' S - PROPOSED SEWER MANHOLE SIDE OR REAR YARD WHICH ADJOINS NONE EX.SS - EXISTING SEWER LINE 50 C/O - PROPOSED SEWER CLEAN OUT PR.SS - PROPOSED SEWER LINE - PROPOSED SIDEWALK A RESIDENTIAL ZONE (FT.) PARKING SUMMARY D - PROPOSED STORMDRAIN MANHOLE EXISTING PERVIOUS PR.SD - PROPOSED STORM DRAIN PIPE - PROPOSED CURB INLET OFF-STREET PARKING SPACE: ZONING M REQUIREMENTS PER CITY OF DOVER GRASS = 474,889 SF / 10.90± AC - WETLANDS DELINEATION PROFESSIONAL CERTIFICATION SCALE - PROPOSED FLARED END SECTION - WETLANDS BUFFER - PROPOSED BUILDING - PER 800 SQ.FT. OF FLOOR AREA 1 WOODS = 508,376 SF / 11.67± AC - PROPOSED OUTFALL STRUCTURE WHOLESALE WAREHOUSE: 1 PER 800 SQUARE FEET. TOTAL = 983,265 SF / 22.21± AC IT IS HEREBY CERTIFIED THAT I AM A REGISTERED ENGINEER IN THE STATE OF DELAWARE, 20 - EXISTING CONTOUR - PER EMPLOYEE, PER LARGEST WORKING THAT THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY SUPERVISION - PROPOSED FLOW ARROWS - EXISTING SWALE SURVEYING FORESTRY 1 AND TO THE MY BEST KNOWLEDGE AND BELIEF REPRESENTS GOOD ENGINEERING - PROPOSED WALL MOUNT LIGHT FIXTURE > - EXISTING TREE LINE TO BE REMOVED - EXISTING WETLANDS SHIFT (IF GREATER THAN THE REQUIREMENT UNDER THE FLOOR AREA CALCULATION TOTAL REQUIRED PROPOSED IMPERVIOUS (LOT 1) PRACTICES AS REQUIRED BY THE APPLICABLE LAWS OF THE STATE OF DELAWARE. R KE - PROPOSED LED COBRA HEAD LIGHT POLE - PROPOSED TREE LINE 219,750 SF / 800 = 275 SPACES WAREHOUSE = 219,750 SF / 5.04± AC A R Aug 08, 2024-10:22am - PROPERTY BOUNDARY LINE BUILDING HEIGHT: TOTAL PROVIDED = 294 SPACES PAVEMENT = 233,820 SF / 5.37± AC P - BUILDING SETBACK LINE - EXISTING PAVING - EXISTING WETLANDS TO BE FILLED - STORIES NO LIMIT (INCLUDING 14 VAN ACCESSIBLE HANDICAP SPACES) CONCRETE = 13,968 SF / 0.40± AC - UTILITY EASEMENT BROCK E. PARKER P.E., R.L.S. DATE - DRAINAGE EASEMENT - FEET 60 TOTAL = 462,907 SF / 10.81± AC 528 RIVERSIDE DRIVE SALISBURY, BICYCLE PARKING REQUIRED SALISBURY, MARYLAND 21801 ESTABLISHED MARYLAND - EXISTING EDGE OF PAVEMENT - EXISTING CONCRETE - PROPOSED WETLANDS MITIGATION FLOOR AREA RATIO 0.5 1 PER 20 PARKING SPACES = 14 SPACES 1977 410-749-1023 - PROPOSED EDGE OF PAVEMENT LIMIT OF DISTURBANCE = 611,979 SF/ 14.05± AC PHONE: (410) 749-1023 FAX: (410) 749-1012 SIDEWALK/PAVEMENT LOT COVERAGE 85% TOTAL PROVIDED = 14 SPACES EMAIL: brock@parkerandassociates.org & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 154

Item 6. SOILS HSG SITE COVERAGE FgcA - FALLINGTON LOAMS - 0 TO 2% SLOPES, MID-ATLANTIC COASTAL PLAIN "C/D" 11.13± AC PyA - PINEYNECK LOAM - 0 TO 2% SLOPES "C" 0.22± AC PyB - PINEYNECK LOAM - 2 TO 5% SLOPES "C" 8.41± AC DE 21 ST AT E PL N/F AI N EX.8''SS NA DORIS SUMMERS D 83 D8873/86 20 MB 2-05-07716-02-0200-000 EX.8''W ZONING: R-20 EXISTING WETLANDS TO REMAIN LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 19 > 124.20' N32°26'46"W 18 > > N32°21'54"W 568.21' > > L2 EX.8''SS > > > 74.45' 112.21' 20' BSL EX.8''W L3 18 > L4 > EX.8''SS 19 > L5 EX.8''W 23 22 21 15' UTILITY EASEMENT 20 L6 > 19 > N/F EX.8''SS FIRST STATE BUSINESS CENTER LLC D0634/0090 19 2-05-07700-01-2803-00001 > N/F ZONING: MANUFACTURING EX.8''W > STATE OF DELWARE LAND USE: AGRICULTURAL 2-05-07700-01-2300-000 N2 > PyA AREA OF WETLANDS TO BE FILLED = 21,018± SF 4° 30 ZONING: MANUFACTURING 13 LAND USE: AGRICULTUAL 8.7 '04 18 > 8' "E EX WOODS LINE EX.8''SS > 23 22 23 22 EX.8''W > 23 20 ' 18 FgcA BS L 40' BSL S58°53'12"W 22 > 597.09' > N2 EX.8''SS > 21 0° EX.8''W LOT 1 19 12 4. 77 08 ' '42 "E 19 20 860,045± SF 20 > 19.73± AC > 21 L7 R Y EX.8''SS 20 L8 A IN LAFFERTY LANE EX.8''W PyB > 20 22 EXISTING WETLANDS (60' ROW) > FgcA 22 TO REMAIN L9 L I M AEO 22 > R E AE Z M EX.8''SS > O Z M AP-AC 19 L1 P EX.8''W AP- CID 20 0 18 A E C N EX-1 21 C > EX SWALE TO BE IDE T PO NT T 22 17 P EN MODIFIED AS NECESSARY L1 O TEN TIAL 16 1 0 60 90 120 16 TIA ZON > 17 L E > Z ON II 18 N1 EX.8''SS EX.8''W GRAPHIC SCALE EI 19 0° 1 1 inch = 60 feet 82 5'49 .7 > 20 6' "E > > 21 20 INIT. 20' BSL > REVISIONS > 421.71' > 22 > S34°48'23"E > 21 PyA N6 22 °4 EX.8''SS EX.8''W > 4'3 13 5" 15 2. 08 E EX-1 EXISTING CONDITIONS & DEMOLITION PLAN DATE 15 ' > 22 16 L=35.12' EX. DWG. 22 R=1773.63' SD 17 18 20 2121 > LOT 2 21 21 19 EX.8''W 2-05-07716-02 EX.8''SS 130,579± SF 0500-00001 > ROAD NAME: LAFFERTY LANE EX.6''SS EX.6''SS > EX.SD 3' S60°22'56"W 21 > 214.8 2.99± AC 0"E 301.36' > '5 43°37 .15''SD S NO > EX ISE ZON 1 EX WOODS LINE E 21 20 EX.6''SS 6 D (D LAFFERTY LANE 20 N51°41'4 NL 20 21 2 EX. N/F D) ''SD 48.74' x x 36 1198 22 x DELMARVA LAND HOLDINGS, LLC EX. 22 EX.8''W 22 > 17 SD 22 19 EX.8''SS D10622/0123, D6294/0342, D3535/0181 20 x EXISTING NT 22 "E E EASEME TAX MAP 18 PARCEL 2-05-07700-01-2804-00001 19 STORMWATER DRAINAG ZONING: MANUFACTURING x MANAGEMENT 21 LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC > FACILITY 20 TO BE ENLARGED 19 17 329.58' EXISTING x 15 15 18 "E 16 38°16'46 4 11>4 EX.6''SS 18 FRITO LAY 17 S 08/01/24 x 17 EXCHANGE 19 > EX.12''SD 18 CENTER RBA 17 EX.8''W x 19 19 20' BSL EX.8''SS D EX.15''S x > 534.23' > EX.15''S "E S38°11'46 x D DRAFTSMAN PR.1''W 20 1414 > PR.1''W PR.1''W > 21 > M > x 21 15 > DATE x x x x ENT LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE 20 ER EASEM 20 ARY SEW > 10' SANIT EX.8''W EX.8''SS N/F 15 19 LAFFERTY LANE PROPERTIES LLC > D0693/0146 2-05-07716-02-0600-00001 1" = 60' 14 13 ZONING: MANUFACTURING 12 EX.SD LAND USE: COMMERCIAL JOB NO.S2382A-PS-EXIST.DWG 19 EX.8''W > 1" = 60' SCALE SURVEYING FORESTRY R KE A R Aug 08, 2024-10:22am P SALISBURY, ESTABLISHED MARYLAND 1977 410-749-1023 & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 155

Item 6. N/F ROBERT K. GARRISON D22619 2-05-07716-02-0100-000 ZONING: R-20 LAND USE: ONE FAMILY DE ST RESIDENCE ZONE AT E PL N/F AI N NA DORIS SUMMERS D 83 D8873/86 MB 2-05-07716-02-0200-000 ZONING: R-20 EXISTING WETLANDS TO REMAIN LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 124.20' N32°21'54"W N32°26'46"W 568.21' L2 74.45' 112.21' PR DUMPSTER 20' BSL 172' OF 6' WHITE 15' OF 4' WHITE 30' WETLANDS BUFFER 24' STOCKADE FENCE VINYL FENCE L3 R1 57.14' LANDSCAPE SCREENING 0 ' 5' 9' R3 R3 50' BSL PR WOODS LINE RIPARIAN BANK ' STABILIZATION R54 L4 93.03' FIRE LANE PROPOSED 30' WETLANDS BUFFER AUXILIARY L5 0' STORMWATER R8 MANAGEMENT PR WOODS LINE FACILITY PR.1 R2 24' 5''SD L6 4' .15 D PR PR.1 ''S 5''SD N/F PR.1 5' 5''SD FIRST STATE BUSINESS CENTER LLC R5''1S 5' PR.18 ''SD PR.1 R1 D0634/0090 D R.18''S D ' 2-05-07700-01-2803-00001 R3 P 5' PR.18''SD .90 N/F 61 .1 5 9' R1 PR.18''SD PR ZONING: MANUFACTURING PR.18''SD ''SD STATE OF DELWARE PROPOSED PR.18''SD LAND USE: AGRICULTURAL D 2-05-07700-01-2300-000 N2 PR.15''SD RECESSED TRUCK FIRE FIRE 4° ZONING: MANUFACTURING 5 13 30 DOCK LANE LANE PR .1 D 8.7 '04 LAND USE: AGRICULTUAL 15' UTILITY EASEMENT ''S 8' "E PR.18''SD PR.15''SD .1 5 PR ''S D 5' SIDEWALK PR WALL MOUNT LIGHT (TYP) ' 20 PR.18''SD .1 5 PR BS PROPOSED ''S L 40' BSL D 450' S58°53'12"W FLEX WAREHOUSE PR.15''SD 54,000 SF 597.09' N2 "E '42 LOT 1 PR.18''SD 08 0° .774 ' 5' SIDEWALK 12 PROPOSED PROPOSED PROPOSED PR.15''SD 860,045± SF PROPOSED PROPOSED 350' FLEX WAREHOUSE FLEX WAREHOUSE 19.73± AC PAVING PAVING PAVING 42,000 SF 123,750 SF Y 5' SIDEWALK PR.18''SD PR.15''SD PROPOSED PAVING PROPOSED L7 L8 A R IN LAFFERTY LANE PAVING EXISTING WETLANDS 5' SIDEWALK 450' (60' ROW) PR.18''SD TO REMAIN L9 L I M PR.1 PROPOSED RECESSED TRUCK AEO ZM R E 5''S D 15' 120' 160' DOCK 120' 15' PR.18''SD A E O Z M AP-AC CID L1 P AP 30' WETLANDS BUFFER 0 PROPOSED AREA OF WETLANDS 9' 24' - A E (TYP) FIRE PR.1 ) FIRE FIRE C C N IDE T PO MITIGATION = 42,164 SF SP-1 P NT T P EN D LANE LANE LANE 5''S TY 18' '( L1 O TEN TIAL 24' R3 1 0 60 90 120 (TYP) 24' 39' M HC R7 TIA ZON PR.18 M L E C/O R3 3' C/O HC 5' .15'' S 5' SIDEWALK HC HC 5' SIDEWALK ''SD 1' Z ON II PR WOODS LINE N1 R1 30' PR HC GRAPHIC SCALE EI 0° PR 5-BIKE RACK S(TYP) PR.8''SS R3 PR.8''SS R3 S PR.8''SSPR LED COBRA HEAD PR.8''SS 5 PR.8''SS C/O S PR.8''SS R PR.8''SS D 0' R1 5' 1 1 inch = 60 feet 30' 0' 82 5'49 PR.18''SD PR.6''W PR.6''WPR.6''W PR.6''W PR.6''W LIGHTING POLE (TYP) PR.6''W PR.6''W PR.6''W ' R1 PR.6''W .7 PR BUSINESS SIGN PROPOSED M 6' "E PAVING 0' R15' HC PR.18 RIPARIAN BANK R3P R6 0' STABILIZATION INIT. R.18''S D ''SD 20' BSL > PR 16' x 16' GAZEBO REVISIONS PR.18 > ''SD 421.71' > > > ' 51.49' S34°48'23"E PR DUMPSTER 00 N6 R1 PR DUMPSTER °4 PR 12' x 20' FIRE PR.18 13 4'35 0' 15' 275' 120' SP-1 2. " PUMP HOUSE R13 ''SD 08 E ' DATE R ' 1 0 15'' SD L=35.12' EXISTING PR. DWG. PAVING PR 12' x 20' FIBER R6 R=1773.63' 0 OPTIC CABINET R1PR.15''SD ' ''S D R4 0' 0' 0' 18 R7 FIRE R. FIRE PROPOSED LOT 2 P LANE 30' PAVING LANE PR. 15'' SD 2-05-07716-02 EXISTING 130,579± SF 0500-00001 > ROAD NAME: LAFFERTY LANE CONCRETE > 3' S60°22'56"W PAVING > 214.8 2.99± AC 0"E 301.36' 7 '5 S43°3 NO 175.98' ISE PROPOSED ZON STORMWATER ED 6"E LAFFERTY LANE N51°41'4 (DN MANAGEMENT N/F LD FACILITY ) x x x DELMARVA LAND HOLDINGS, LLC ENLARGEMENT D10622/0123, D6294/0342, D3535/0181 E EASEME NT 48.74' SITE PLAN DRAINAG x TAX MAP PARCEL 2-05-07700-01-2804-00001 ZONING: MANUFACTURING x LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC x 329.58' EXISTING "E S 38°16'46 BUILDING 08/01/24 x > 7,884 SF RBA x 20' BSL NT Y EASEME 10' UTILIT x 534.23' > "E S38°11'46 x DRAFTSMAN > > > x > DATE x x x x LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE N/F LAFFERTY LANE PROPERTIES LLC D0693/0146 2-05-07716-02-0600-00001 ZONING: MANUFACTURING LAND USE: COMMERCIAL JOB NO.S2382A-PS-SITE.DWG 1" = 60' SCALE SURVEYING FORESTRY R KE A R Aug 08, 2024-10:22am P SALISBURY, ESTABLISHED MARYLAND 1977 410-749-1023 & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 156

Item 6. N/F ROBERT K. GARRISON D22619 2-05-07716-02-0100-000 ZONING: R-20 LAND USE: ONE FAMILY DE ST RESIDENCE ZONE AT E PL N/F AI N EX.8''SS NA DORIS SUMMERS D 83 D8873/86 MB 2-05-07716-02-0200-000 EX.8''W ZONING: R-20 LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 124.20' N32°21'54"W N32°26'46"W 568.21' L2 EX.8''SS 74.45' 112.21' EX.8''W L3 L4 EX.8''SS FIRE LANE PROPOSED AUXILIARY L5 EX.8''W STORMWATER MANAGEMENT FACILITY PR.1 5 ''SD L6 PR .1 PR SD PR.1 5'' 5''SD PR FORBAY N/F PR.1 5''SD FORBAY EX.8''SS FIRST STATE BUSINESS CENTER LLC ''SD PR.1 PR.18 5''SD D0634/0090 R.18''S D 2-05-07700-01-2803-00001 > P PR.18''SD 5' 'S N/F PR.18''SD ZONING: MANUFACTURING EX.8''W PR.18''SD PR .1 D STATE OF DELWARE PR.18''SD LAND USE: AGRICULTURAL D 2-05-07700-01-2300-000 N2 PR.15''SD FIRE FIRE 4° ZONING: MANUFACTURING . 13 30 LANE LANE PR 15 D 8.7 '04 LAND USE: AGRICULTUAL ''S 8' "E PR.18''SD EX.8''SS PR.15''SD PR . EX.8''W 15 LOT 1 ''S D 860,045± SF PR.18''SD .1 5' 'S PR PROPOSED 19.73± AC PR.15''SD D S58°53'12"W FLEX WAREHOUSE > 54,000 SF 597.09' N2 EX.8''SS 0° 12 08 EX.8''W PR.18''SD 4. '42 "E 77 ' PR.15''SD PROPOSED FLEX WAREHOUSE 42,000 SF PR.18''SD L7 R Y EX.8''SS PR.15''SD L8 A IN PROPOSED EX.8''W FLEX WAREHOUSE PR.18''SD 123,750 SF L9 L I M 5''S R E EX.8''SS PR.1 D PR.18''SD L1 P EX.8''W 0 FIRE PR.1 FIRE FIRE SD-1 5''S LANE LANE LANE D L1 1 0 60 90 120 M HC ''SD M C/O PR.18 C/O HC S HC HC .15'' N1 EX.8''SS PR HC EX.8''W PR.8''SS PR.8''SS PR.8''SS S PR.8''SS PR.8''SS C/O 0° GRAPHIC SCALE S PR.8''SS PR.8''SS D S 1 1 inch = 60 feet 82 5'49 PR.18''SD PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W .7 > M 6' "E HC ''SD PR.18 PR.18 ''SD INIT. > REVISIONS PR.18 > ''SD 421.71' > > > S34°48'23"E N6 °4 EX.8''SS EX.8''W PR.18 4'3 13 5" SD-1 2. ''SD 08 E DATE STORM DRAIN & GRADING PLAN ' > 15'' SD L=35.12' EX. PR. DWG. SD R=1773.63' SD 15'' 'S D PR. 8' R. 1 FIRE FIRE LOT 2 P LANE LANE PR. 15'' SD EX.8''W 2-05-07716-02 EX.8''SS 130,579± SF 0500-00001 PR > ROAD NAME: LAFFERTY LANE EX.6''SS EX.6''SS > EX.SD 3' S60°22'56"W FORBAY > 214.8 2.99± AC 0"E 301.36' '5 43°37 .15''SD PR S NO > EX ISE EXISTING FORBAY ZON STORMWATER E EX.6''SS D (D 6 N51°41'4 LAFFERTY LANE NL MANAGEMENT EX. N/F D) ''SD x x x FACILITY 36 48.74' DELMARVA LAND HOLDINGS, LLC EX. EX.8''W TO BE ENLARGED SD EX.8''SS D10622/0123, D6294/0342, D3535/0181 x "E TAX MAP PARCEL 2-05-07700-01-2804-00001 ZONING: MANUFACTURING x LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC > x 329.58' "E 38°16'46 EX.6''SS S 08/01/24 x > EX.12''SD RBA EX.8''W x EX.8''SS D EX.15''S x 534.23' > EX.15''S "E S38°11'46 x D DRAFTSMAN > PR.1''W PR.1''W PR.1''W > > M > x > DATE x x x x LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE EX.8''W EX.8''SS N/F LAFFERTY LANE PROPERTIES LLC D0693/0146 2-05-07716-02-0600-00001 1" = 60' JOB NO.S2382A-PS-STORM DRAIN.DWG ZONING: MANUFACTURING EX.SD LAND USE: COMMERCIAL EX.8''W 1" = 60' SCALE SURVEYING FORESTRY R KE A R Aug 08, 2024-10:23am P SALISBURY, ESTABLISHED MARYLAND 1977 410-749-1023 & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 157

Item 6. N/F ROBERT K. GARRISON D22619 2-05-07716-02-0100-000 ZONING: R-20 LAND USE: ONE FAMILY DE ST RESIDENCE ZONE AT E PL N/F AI N EX.8''SS NA DORIS SUMMERS D 83 D8873/86 MB 2-05-07716-02-0200-000 EX.8''W ZONING: R-20 LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 124.20' N32°21'54"W N32°26'46"W 568.21' L2 EX.8''SS 74.45' 112.21' EX.8''W L3 L4 EX.8''SS FIRE LANE L5 EX.8''W PR.1 5 ''SD L6 .1 PR SD PR.1 5'' 5''SD N/F PR.1 5''SD EX.8''SS FIRST STATE BUSINESS CENTER LLC ''SD PR.1 PR.18 5''SD D0634/0090 R.18''S D 2-05-07700-01-2803-00001 > P PR.18''SD 5' 'S N/F PR.18''SD ZONING: MANUFACTURING EX.8''W PR.18''SD PR .1 D STATE OF DELWARE PR.18''SD LAND USE: AGRICULTURAL D 2-05-07700-01-2300-000 N2 PR.15''SD FIRE FIRE 4° ZONING: MANUFACTURING . 13 30 LANE LANE PR 15 D 8.7 '04 LAND USE: AGRICULTUAL ''S 8' "E PR.18''SD EX.8''SS PR.15''SD PR . EX.8''W 15 LOT 1 ''S D 860,045± SF PR.18''SD .1 5' 'S PR PROPOSED 19.73± AC PR.15''SD D S58°53'12"W FLEX WAREHOUSE > 54,000 SF 597.09' N2 EX.8''SS 0° 12 08 EX.8''W PR.18''SD 4. '42 "E 77 ' PR.15''SD PROPOSED FLEX WAREHOUSE 42,000 SF PR.18''SD L7 R Y EX.8''SS PR.15''SD PROPOSED L8 A EX.8''W FLEX WAREHOUSE 123,750 SF IN PR.18''SD L9 L I M 5''S R E EX.8''SS PR.1 D PR.18''SD L1 P EX.8''W 0 FIRE PR.1 FIRE FIRE UT-1 5''S LANE LANE LANE D PR CLASS 1 STANPIPE PR CLASS 1 STANPIPE L1 PR WATER METER 1 0 60 90 120 PR WATER METER PR CLEAN OUT PR CLEAN OUT PR HYDRANT M HC PR HYDRANT ''SD M C/O PR.18 C/O HC S PR SSMH HC HC PR SSMH PR CLEAN OUT .15'' PR SSMH N1 EX.8''SS PR HC EX.8''W PR.8''SS PR.8''SS PR.8''SS S PR.8''SS PR.8''SS C/O PR CLASS 1 STANPIPE 0° GRAPHIC SCALE S PR.8''SS PR.8''SS D S 1 1 inch = 60 feet 82 5'49 PR.18''SD PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W .7 PR 6" x 6" TEE PR 6" x 6" TEE PR 6" x 6" TEE M 6' "E PR 8" x 6" SERVICE SADDLE > PR 6" x 6" TEE HC PR WATER METER ''SD W/CORPORATION STOP PR.18 PR.18 ''SD INIT. > REVISIONS PR.18 > ''SD 421.71' > > > S34°48'23"E N6 °4 EX.8''SS EX.8''W PR.18 4'3 13 5" 2. ''SD 08 E ' DATE UT-1 > 15'' SD L=35.12' EX. PR. DWG. SD R=1773.63' WATER AND SEWER PLAN SD 15'' 'S D PR. 8' R. 1 FIRE FIRE LOT 2 P LANE LANE PR. 15'' SD EX.8''W 2-05-07716-02 EX.8''SS 130,579± SF 0500-00001 > ROAD NAME: LAFFERTY LANE EX.6''SS EX.6''SS > EX.SD 3' S60°22'56"W > 214.8 2.99± AC 0"E 301.36' '5 43°37 .15''SD S > EX EX.6''SS 6 N51°41'4 LAFFERTY LANE EX. N/F ''SD x x x 36 48.74' DELMARVA LAND HOLDINGS, LLC EX. EX.8''W SD EX.8''SS D10622/0123, D6294/0342, D3535/0181 x "E TAX MAP PARCEL 2-05-07700-01-2804-00001 ZONING: MANUFACTURING x LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC > x 329.58' "E 38°16'46 EX.6''SS S 08/01/24 x > EX.12''SD RBA EX.8''W x EX.8''SS D EX.15''S x 534.23' > EX.15''S "E S38°11'46 x D DRAFTSMAN > PR.1''W PR.1''W PR.1''W > > M > x > DATE x x x x LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE EX.8''W EX.8''SS N/F LAFFERTY LANE PROPERTIES LLC D0693/0146 2-05-07716-02-0600-00001 1" = 60' ZONING: MANUFACTURING JOB NO.S2382A-PS-UTILITIES.DWG EX.SD LAND USE: COMMERCIAL EX.8''W CITY OF DOVER UTILITY DETAILS (CONTRACTOR TO USE MOST UP TO DATE 1" = 60' DETAILS AT TIME OF CONSTRUCTION DWG. NO. DETAIL W-2 VALVE BOX - SCREW TYPE W-4 FIRE HYDRANT & VALVE BOX DETAIL WITHOUT CURB SCALE W-6 BUTRESSES FOR WATER MAINS FORESTRY SURVEYING W-7 DOMESTIC AND FIRE SERVICE CONNECTION R KE WW-3 MANHOLE TYPE I A R Aug 08, 2024-10:23am WW-7 FLOW CHANNEL PATTERNS WW-8 MANHOLE STEPS P WW-9 SANITARY SEWER CLEANOUT DETAIL WW-10 MANHOLE FRAME ESTABLISHED SALISBURY, MARYLAND 410-749-1023 WW-11 MANHOLE COVER 1977 WW-15 TRENCH PAVEMENT WIDTH & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 158

Item 6. N/F ROBERT K. GARRISON D22619 2-05-07716-02-0100-000 ZONING: R-20 LAND USE: ONE FAMILY DE ST RESIDENCE ZONE AT E PL N/F AI N EX.8''SS NA DORIS SUMMERS D 83 D8873/86 MB 2-05-07716-02-0200-000 EX.8''W ZONING: R-20 EXISTING WETLANDS TO REMAIN LAND USE: ONE FAMILY RESIDENCE ZONE N32°15'42"W N32°20'34"W L1 124.20' N32°21'54"W N32°26'46"W 568.21' L2 EX.8''SS 74.45' 112.21' 30' WETLANDS BUFFER EX.8''W L3 RIPARIAN BANK PR WOODS LINE STABILIZATION L4 EX.8''SS FIRE LANE 30' WETLANDS BUFFER L5 EX.8''W PR WOODS LINE PR.1 5 ''SD L6 .1 PR SD PR.1 5'' 5''SD N/F PR.1 5''SD EX.8''SS FIRST STATE BUSINESS CENTER LLC ''SD PR.1 PR.18 5''SD D0634/0090 R.18''S D 2-05-07700-01-2803-00001 > P PR.18''SD 5' 'S N/F PR.18''SD ZONING: MANUFACTURING EX.8''W PR.18''SD PR .1 D STATE OF DELWARE PR.18''SD LAND USE: AGRICULTURAL D 2-05-07700-01-2300-000 N2 PR.15''SD FIRE FIRE 4° ZONING: MANUFACTURING . 13 30 LANE LANE PR 15 D 8.7 '04 LAND USE: AGRICULTUAL ''S 8' "E PR.18''SD EX.8''SS PR.15''SD PR . EX.8''W 15 ''S D PR.18''SD 5' 'S .1 PROPOSED PR PR.15''SD D S58°53'12"W FLEX WAREHOUSE > 54,000 SF 597.09' N2 EX.8''SS 0° EX.8''W LOT 1 PR.18''SD PR WOODS LINE 12 4. 08 '42 "E 77 ' PR.15''SD 860,045± SF PROPOSED FLEX WAREHOUSE 19.73± AC 42,000 SF PR.18''SD L7 R Y EX.8''SS PR.15''SD PROPOSED L8 A EX.8''W FLEX WAREHOUSE 123,750 SF EXISTING WETLANDS IN PR.18''SD TO REMAIN L9 L I M 5''S R E EX.8''SS PR.1 D PR.18''SD L1 P EX.8''W 30' WETLANDS BUFFER 0 PROPOSED AREA OF WETLANDS FIRE PR.1 FIRE FIRE MITIGATION = 42,164 SF LS-1 5''S LANE LANE LANE D L1 RIPARIAN BANK 1 0 60 90 120 STABILIZATION M HC ''SD M C/O PR.18 C/O HC S HC HC .15'' N1 EX.8''SS PR HC EX.8''W PR.8''SS PR.8''SS PR.8''SS S PR.8''SS PR.8''SS C/O 0° GRAPHIC SCALE S PR.8''SS PR.8''SS D S 1 1 inch = 60 feet 82 5'49 PR.18''SD PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W PR.6''W .7 > M 6' "E HC ''SD PR.18 PR.18 ''SD INIT. > REVISIONS PR.18 > ''SD 421.71' > > > S34°48'23"E N6 °4 EX.8''SS EX.8''W PR.18 4'3 13 5" 2. ''SD SD 08 E ' L=35.12' DATE LS-1 > 15'' EX. PR. DWG. SD R=1773.63' SD 15'' 'S D PR. 8' R. 1 FIRE FIRE LOT 2 P LANE LANE PR. 15'' SD EX.8''W 2-05-07716-02 EX.8''SS 130,579± SF 0500-00001 LANDSCAPING PLAN > ROAD NAME: LAFFERTY LANE EX.6''SS EX.6''SS > EX.SD 3' S60°22'56"W > 214.8 2.99± AC 0"E 301.36' '5 43°37 .15''SD S NO > EX ISE ZON E EX.6''SS D (D PR WOODS LINE 6 N51°41'4 LAFFERTY LANE NL EX. N/F D) ''SD x x x 36 48.74' DELMARVA LAND HOLDINGS, LLC EX. EX.8''W SD EX.8''SS D10622/0123, D6294/0342, D3535/0181 x "E TAX MAP PARCEL 2-05-07700-01-2804-00001 ZONING: MANUFACTURING x LAND USE: COMMERCIAL FOR: DOVER INDUSTRIAL LLC > x 329.58' "E 38°16'46 EX.6''SS S 08/01/24 x > EX.12''SD RBA EX.8''W x LANDSCAPE LEGEND EX.8''SS D EX.15''S x 534.23' > EX.15''S "E S38°11'46 - PLATANUS X ACERIFOLIA (LONDON PLANE) - OR x D DRAFTSMAN > PR.1''W PR.1''W 16 SIMILAR DECIDUOUS SHADE TREE SPECIES - PLANTING PR.1''W > > M > x > LOCATION DATE x x x x LITTLE CREEK WATERSHED, EAST DOVE HUNDRED, KENT COUNTY, DELAWARE DEVELOPER - THUJA OCCIDENTALIS (AMERICAN ARBORVITAE) - OR 38 SIMILAR EVERGREEN TREE FOR SCREENING - 4' TO 6' EX.8''W DOVER INDUSTRIAL LLC PLANTING LOCATION C/O TRAVIS MARTIN EX.8''SS N/F 34752 DELAWARE AVE, UNIT 6 LAFFERTY LANE PROPERTIES LLC - LAGERSTROEMIA X 'NATCHEZ' (NATCHEZ CRAPE FRANDFORD, DE 19945 13 MYRTLE) - OR SIMILAR FLOWERING ORNAMENTAL D0693/0146 PHONE: 302-245-9323 TREE - 4' TO 6' PLANTING LOCATION 2-05-07716-02-0600-00001 EMAIL: tmartin@coastaltradesupply.com 1" = 60' JOB NO.S2382A-PS-LANDSCAPE.DWG ZONING: MANUFACTURING - ROSA 'KNOCK OUT' (KNOCK OUT ROSE) - OR SIMILAR EX.SD DESIGN PROFESSIONAL 34 LAND USE: COMMERCIAL FLOWERING SHRUB - 1 GALLON PLANTING LOCATION CONSOLIDATED INTO BEDS EX.8''W PARKER AND ASSOCIATES 528 RIVERSIDE DRIVE TREE DENSITY REQUIREMENTS SALISBURY, MARYLAND 21801 - ILEX GLABRA (INKBERRY) - OR SIMILAR NATIVE SHRUB 18 - 1 GALLON PLANTING LOCATION PHONE: (410) 749-1023 FAX: (410) 749-1012 LOT AREA = 19.74± AC EMAIL: brock@parkerandassociates.org EXISTING WOODLANDS AREA ON SITE = 11.85± AC - 6' BUFFER OF FOUNDATIONAL PLANTINGS TO BE PLANTED EXISTING WOODLANDS AREA TO BE REMOVED = 7.91± AC ALONG SIDEWALK OF EACH BUILDING'S MAIN FACADE TO SCALE EXISTING WOODLANDS AREA TO REMAIN = 3.94± AC INCLUDE A MIXTURE OF DECIDUOUS AND EVERGREEN PROPOSED NON-WOODLANDS AREA TO REMAIN = 15.80± AC SHRUBS (PINK SUMMERSWEET (CLETHRA ALNIFOLIA 'PINK SURVEYING FORESTRY SPIRE'), BURNING BUSH (EUONYMUS ALATUS), HYPERICUM, R KE SPIRAEA, AZALEAS (RHODODENDRON ATLANTICUM), AND A R Aug 08, 2024-10:23am NEW TREE PLANTINGS REQUIRED 15.80 x 43560 / 3000 = 230 LAND USE SUMMARY JUNIPERS (JUNIPERUS)) AND A MIXTURE OF GROUND P TREE PLANTINGS PROPOSED = 67 COVERS AND PERENNIALS (JUNIPERS AND FLOWERS, WITH TOTAL AREA ANNUAL COLOR (TO BE SUPPLEMENTED WHERE SALISBURY, A WAIVER IS TO BE REQUESTED FOR REMAINING WOODLANDS PARCEL 0500-00001 = 995,996.38 SF / 22.86± AC APPLICABLE). ESTABLISHED MARYLAND 1977 410-749-1023 BEING LESS THAN 50% OF LOT AREA AND REQUIRED TREE LOT 1 = 860,045.42 SF / 19.74± AC PLANTINGS. LOT 2 = 130,579.33 SF / 3.00± AC ALL TREES SHALL HAVE A ONE (1) YEAR REPLACEMENT GUARANTEE & S E A T S S CIVIL OC IA SITE ENGINEERING INC. PLANNING 159

Item 6. 160

Item 6. LAND SURVEYING CIVIL ENGINEERING ● LAND PLANNING FORESTRY SERVICES August 23, 2024 City of Dover Delaware Office of Planning and Inspections 15 Loockerman Plaza Dover, DE 19901 Re: 350 Lafferty Lane Flex Facilities Waiver Request for Upright Curbing Dear Ms. Oehmke, On behalf of Dover Industrial, LLC, the developer for the above referenced project, we respectfully request a waiver for the use of curb for part of the project. As you will see in the plans provided, we have provided curbing in most of the areas. However, there are areas that will utilize sheet flow across the parking lots directing runoff to the SWM practices to be effectively treated. Please accept this request as a part of the commission’s approval of the project. Sincerely, Kevin Aydelotte Project Manager Parker and Associates 161

Item 7. City of Dover DATA SHEET FOR SITE PLAN REVIEW & ARCHITECTURAL REVIEW CERTIFICATION DEVELOPMENT ADVISORY COMMITTEE MEETING OF September 4, 2024 PLANNING COMMISSION MEETING OF September 16, 2024 Plan Title: Legislative Hall Parking Garage at 425 East Avenue, S-24-14 Plan Type: Site Development Plan Location: Corner of East Avenue/E. Water Street and Martin Luther King Jr. Boulevard South Owner: State of Delaware Addresses: 425 East Avenue (project location) and 150 E. Water Street (existing building) Tax Parcel: ED-05-077.10-01-02.00-000 Size: 5.28 acres +/- Present Uses: Parking Lot with Office/Bank with Drive thru Building Proposed Use: Parking Garage Structure with Office/Bank with Drive thru Building Zoning: IO (Institutional and Office Zone H (Historic District Zone) Building Area: 127,500 GFA Parking Garage Structure Off Street Parking: 344 vehicle parking spaces Sewer & Water: City of Dover Waiver Request: Partial Elimination of Upright Curbing For Consideration: Architectural Review Certification P. O. Box 475 Dover, DE 19903 162 Community Excellence Through Quality Service

Item 7. CITY OF DOVER City of DEVELOPMENT ADVISORY COMMITTEE Dover Planning APPLICATION REVIEW COMMENTARY Office D.A.C. MEETING DATE: September 4, 2024 APPLICATION: Legislative Hall Parking Garage at 425 East Avenue / 150 E. Water Street FILE #: S-24-14 REVIEWING AGENCY: City of Dover Planning CONTACT PERSON: Dawn Melson-Williams, AICP PHONE: 302-736-7196 I. PLAN SUMMARY This Application is for Review of a Site Development Plan Application and associated Architectural Review Certification to permit construction of a new Parking Garage for Legislative Hall to be located at the corner of East Avenue/E. Water Street and Martin Luther King Jr. Boulevard South. The proposal includes a three-story, 127,500 SF Parking Garage with 344 vehicle parking spaces and other site improvements. The 5.28 +/- acre property includes an existing surface parking lot and an office/credit union building (to remain). The property is zoned IO (Institutional and Office Zone) and is subject to H (Historic District Zone). The property is located at the southeast corner of Martin Luther King Jr. Boulevard South and East Avenue/E. Water Street. The owner of record is the State of Delaware. Property Address: 425 East Avenue and existing building addressed as 150 E. Water Street. Tax Parcel: ED-05-077.10-01-02.00-000. Council District 2. The project was the subject of HI-24-04 for Historic District Commission Review and Recommendation on the Architectural Review Certification and V-24-01 for Board of Adjustment Review and Approval of variances related to development in the Flood Hazard Area. The Project Site is subject to Application HI-24-04 Legislative Hall Parking Garage. At the May 16, 2024 meeting of the Historic District Commission, they considered the Application and have provided a Recommendation on the Architectural Review Certification for the project. See attached Recommendation Report. The Project site is also the subject of Application V-24-01 for Board of Adjustment Review. At the June 20, 2024 meeting of the Board of Adjustment, the granted approval of two variances from the Zoning Ordinance, Article 5 Section 11.21 pertaining to development within the Flood Hazard Area (1% Annual Chance Flood/100-year floodplain). Variance Request 1 is to decrease the required reduction of the impervious surface area of the predevelopment conditions on the lot from 15% to 5% (Article 5 Section 11.211a). Variance Request 2 is to recognize that 48.7% of the lot is within the flood hazard area which is greater than 33% that allows Planning Commission consideration of reductions in impervious surfaces (Article 5 Section 11.211b). These Variance Requests would allow for some project development within the Flood Hazard Area. Previous Applications The initial Building and surface parking lot on the property were constructed in the late 1950s- early 1960s (in place by 1961). The more recent applications at this site were for the expansion of 163

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 3 the OMB/DFM DFCU surface parking lot starting in 2005. An Administrative Site Plan was reviewed for the Phase 1 expansion of the parking lot (S-05-40) involving the restriping of the existing paved area and the addition of 4,516 S.F. to achieve a total of ten (10) additional spaces on the north side of the building. The Phase 2 expansion of the parking lot to permit the construction of a 105-space surface parking expansion to the east of the building was reviewed in 2006 under applications HI-06-01 and S-06-04. Application HI-07-01 and S-07-19 involved the Del-One Credit Union Drive-thru Expansion and building entrance improvements. That project application reconfigured the drive-thru to consist of four lanes including a drive-up ATM. The drive-thru is covered by a canopy spanning from the existing building to the new brick enclosure for the ATM. Preliminary Land Use Services Review (PLUS): The PLUS Review is required by a City of Dover Memorandum of Understanding (MOU) for certain types of projects. Due to its Downtown Dover Redevelopment Target Area, this project was not required to complete PLUS Review process. II. PROJECT DESCRIPTION The application proposes construction of a Parking Garage Structure and other site improvements for the development of the Legislative Hall Parking Garage. This is an initial step in a larger project being planned for a future building addition to Legislative Hall (not under review with this submission). The project location is the surface parking lot located to the north of the existing brick building (Capitol Police and Del-One Credit Union Offices) located on the site. The Parking Garage Structure is located at the southeast corner of East Avenue/E. Water Street and Martin Luther King Jr. Boulevard South. The structure is being designed to consist of restricted access parking spots and public parking spaces. For the equipment compound area, it is partially enclosed by a brick wall at the northeast corner of the garage building. The compound where a generator and fuel tank equipment will be placed. A portion of the existing surface parking lot is proposed to remain on the northeast and southeast sides of the Parking Structure. This area is currently shown to be reached by a new access drive off the existing drive-thru circulation drive. Surrounding Land Uses This subject property location at the corner of East Avenue/E. Water Street and Martin Luther King Jr. Boulevard South is part of the Capital Complex where multiple State buildings and offices are located. The Del-One Credit Union Building with its drive-thru is located south of the project site but on the same property. The eastern boundary of this property is the St. Jones River and includes open grass lawn areas and trees and other vegetation along the immediate banks of the river. The property slopes toward the St. Jones River. Across the street to the north is Legislative Hall and to the west across the street is the Tatnall Building (offices). Surrounding properties are zoned IO (Institutional and Office Zone) with other open space areas like the Legislative Mall area zoned ROS (Recreational and Open Space Zone). The surrounding properties on the west side of the St. Jones River are within the H (Historic Zone). 164

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 4 III. ZONING REVIEW IO (Institutional and Office Zone) The subject property is zoned IO (Institutional and Office Zone); this zoning designation will remain in place. The description of the IO (Institutional and Office Zone) zoning district is provided in Article 3 §10 of the Zoning Ordinance and provisions identify the allowable (permitted) uses and the related bulk standards for the IO zone. The Parking Garage Structure is a permitted use. Generally, the setbacks are met with the exception of the front yard setback (see discussion under Section IV. Architectural Review Certification). The buildings’ height and number of stories is in compliance with the IO zone. The total lot coverage of the project is listed as 32.57% in compliance with the maximum lot coverage of 85% in the IO zone. H (Historic District Zone) The entire project site is now located in the H (Historic District Zone) and subject to the provisions of the Zoning Ordinance, Article 3 §21 and referenced sections. The H (Historic District Zone) is described in Zoning Ordinance, Article 3 Section 21 with the following purpose statement: Article 3, Section 21. - Historic district (H). 21.1 Purpose. The purpose of this historic district regulation is to preserve and enhance that 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 dis trict, 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. IV. ARCHITECTURAL REVIEW CERTIFICATION Zoning Ordinance, Article 10 §3.2 outlines the review process for Architectural Review Certification and related building height, bulk, and setback standards. This process begins with Review by the Historic District Commission. Review of DESIGN STANDARDS AND GUIDELINES Location within the H (Historic District Zone) requires proposals for demolition, new construction, additions, and certain renovation or rehabilitation activities to receive an Architectural Review Certificate. As stated in the Design Standards and Guidelines for the City of Dover Historic District Zone, an Architectural Review Certificate will be granted “if it is found that the architectural style, general design, height, bulk and setbacks, arrangement location and materials affecting the exterior appearance are generally in harmony with neighboring structures and complementary to the traditional architectural standards of the historic district.” Zoning Ordinance, Article 10 §3.2 outlines the review process for Architectural Review Certification and related building height, bulk, and setback standards. This proposal must be reviewed for conformity with the design criteria guidelines found in Chapter 4: New Construction, Additions, Demolition and Relocation. The Design Standards and Guidelines for New Construction (Chapter 4: pages 4-1 through 4-8) provide the design criteria and development guidelines. The guidelines specify a series of individual considerations for new construction to be considered in the review by the Historic District Commission (and Planning Commission) of the project for Architectural Review Certification. Additionally, the proposal should be reviewed for conformity with the design criteria and development guidelines found in the Design Standards and Guidelines of Chapter 3: Maintenance, Repair, Preservation, and Restoration of Existing Historic Buildings. More specifically the sections on Design Guidelines for 165

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 5 Landscaping and Site Amenities, Fencing and Walls, Paving and Bordering, and Parking Lots found on pages 3-24 through 3-27. The proposed project must also be reviewed for compliance with the standards established by the Zoning Ordinance. The standards include items such as setbacks from property lines, lot coverage, height, etc. This Proposal for the Parking Structure appears to conform to most of the bulk requirements of the IO Zoning District. The City of Dover Zoning Ordinance authorizes the Historic District Commission to waive certain bulk standards when issuing its recommendation to the Planning Commission for an Architectural Review Certificate if necessary. Alternative Bulk Standards – Consideration of Front Yard Setback The setbacks of the buildings from the property lines are met except for the front yard setback along the street frontages. This front setback is required to be 10 feet. With the placement of the Parking Garage Building this front yard setback varies; therefore, relief must be granted to allow the encroachment. HISTORIC DISTRICT COMMISSION - RECOMMENDATION For the Legislative Hall Parking Garage project, the Historic District Commission considered the application HI-24-04 on May 16, 2024 regarding an Architectural Review Certificate for construction of the Parking Garage Structure and the various other Site Improvements. The Historic District Commission considered the proposal for construction and has provided a recommendation to the Planning Commission in regard to the Architectural Review Certification for the project. The specific recommendation involved consideration of the Design Standards and Guidelines. See attached Recommendation Report from the Historic District Commission. The Planning Commission should act upon the Architectural Review Certification as part of any motion to approve this project, or as a separate motion if necessary. In taking this action, the Planning Commission is to consider the standards and guidelines found in Chapter 4 of the Design Standards and Guidelines for the City of Dover Historic District Zone and other referenced sections. V. PARKING SUMMARY The parking requirement for the IO (Institutional and Office Zone) is based on a rate of one parking space per 300 square feet of floor area. However, this project is a Parking Garage Structure designed to provide parking for nearby State building including Legislative Hall. The Parking Garage Structure located on the northwest corner of the Site is to house 377 parking spaces. Some of this parking will be secured parking for Legislators and other personal. The Parking Garage will also provide public parking. The entries into the Parking Garage Facility are on its west side from East Avenue/E. Water Street. There is an area of surface parking on the southeast corner of the building. This is a limited access area and includes access to the generator and other parking spaces. This area is accessed from the drive-through circulation drive of the adjacent Del-One bank and office building. Bicycle Parking Bicycle parking shall be provided for parking spaces at a rate of one (1) bicycle parking space for every twenty (20) parking spaces. Based on the 344 parking spaces provided, 18 bicycle spaces 166

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 6 are required. The Plans submitted note Bicycle Parking spaces being provided as an outside bicycle parking rack. It is unclear if there are bicycle parking spaces within the Parking Garage. VI. SITE CONSIDERATIONS Lighting In general, the broader area uses a decorative black pole with lantern type light fixture as street lighting. The project also includes wall-mounted lighting. Dumpsters Dumpsters are typically required a rate of two Dumpster per non-residential building. This property would require a total of 4 Dumpster units for the new and existing building. Identify the location and or method of trash/recycling collection. The Dumpster enclosure detail shall be provided on the plan to ensure that the architectural components of the Dumpster enclosures match the construction materials of the proposed building. Sidewalks Sidewalk is required along all street frontages of East Avenue/ E. Water Street and Martin Luther King Jr. Boulevard South. The applicant will be reconstructing the curb and sidewalks where site improvements and site entrance improvements are proposed. The street frontage sidewalks along the project site will continue to be brick paving to match existing sidewalks in the surrounding area. Additional traffic control/identification measures are planned for crosswalk striping. Curbing Waiver Request for Partial Elimination of Upright Curbing The parking areas and access drives are required to be curbed with upright curbing (Zoning Ordinance, Article 6 §3.6). Curbing is not shown on the outer perimeter of the service area parking lot and along the new access drive. A written waiver request was submitted for consideration by Planning Staff. Fencing: For the generator compound area, it is enclosed by a decorative brick wall before transitioning to a fenced area along a portion of the surface parking lot area for services. VII. REGULATIONS FOR FLOOD HAZARD AREAS (FLOODPLAINS) The eastern property line of the property is the St. Jones River. The eastern portions of the property are located within the Special Flood Hazard Area (100-year floodplain/ 1% Annual Chance Flood) where development and impervious surface is limited by the provisions of the Zoning Ordinance. The 100-year floodplain location is labeled as FP-AE (Zone AE) in the applicant’s Site Plan set. The information on the Flood Hazard Areas (floodplain areas) is shown on FEMA FIRM Panel 10001C167H effective May 5, 20023 and Panel 10001C169J effective July 7, 2014. Compliance with the floodplain provisions of the Zoning Ordinance is required. A portion of the remaining/redeveloped surface parking lot area appears to be planned within the Special Flood Hazard Area. The Zoning Ordinance limits development in the Special Flood Hazard Area (100- year floodplain) with the standards as found in Zoning Ordinance, Article 5 Section 11. The two standards in Zoning Ordinance, Article 5 Section 11.211a and b are the provisions where the two variances were approved. 167

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 7 Article 5 Section 11. – Environmental Protection 11.1 Purpose. The purpose of this section is to protect public health and safety by ensuring that environmental standards for water, air, and soil in the City of Dover adequately address current practices in the realm of environmental protection. Further, it is the intent of this section to protect environmentally sensitive land as well as the plants and animals that reside on that land. 11.2 Environmentally sensitive areas and scarce resources. All land areas which contain one of the following natural features or combination of these features shall be considered to be an environmentally sensitive area or an area of scarce resources subject to specific requirements for environmental protection and conservation: flood hazard areas, steep slopes, water bodies and wetlands, wet soils, woodlands, significant wildlife habitats, prime agricultural soils, designated scenic areas, and natural areas and nature preserves identified in the comprehensive plan. 11.21 Flood hazard areas. All flood hazard areas shall remain as natural open space, except for the construction of roads authorized by the City of Dover and/or the Delaware Department of Transportation. a) For the purposes of this section, natural open space is defined as an area of land that excludes buildings, structures, and impervious surface from being constructed on or located within the area. For evaluating flood hazard areas, patios, cement slabs, sidewalks, and other similar constructs are considered to be structures and are similarly prohibited. 11.211 Redevelopment. Existing uses or buildings located within a flood hazard area are considered to be nonconforming structures and are subject to the following requirements if redevelopment occurs on properties within the flood hazard area. a) Nonresidential uses existing in a flood hazard area seeking to redevelop a property under the requirements of Appendix B—Zoning, Article 10—Planning Commission, are required to reduce impervious surfaces for the lot by 15 percent from the preredevelopment conditions. b) For nonresidential uses where less than 33 percent of the total lot area is located within a flood hazard area, the planning commission may waive or reduce the amount of required reduction in impervious surfaces. For projects being reviewed under administrative site plan review, the city planner may waive or reduce the amount of required reduction in impervious surface for projects where less than 33 percent of the total lot area is located within a flood hazard area. c) New residential building construction or additions of impervious surface are not permitted in pervious areas of the flood hazard area. Additionally, the following definitions are part of the Zoning Ordinance: Flood hazard area: Land areas delineated on the Federal Emergency Management Agency's (FEMA's) Community Flood Insurance Rate Map as being within the limits of the 100-year floodplain, and any lands subsequently identified by FEMA as being within the limits of the 100-year floodplain as a result of any revision to the community flood insurance rate map approved by FEMA, or by issuance of a conditional letter of map revision issued by FEMA. Hazard areas: Areas subject to flood hazard, including alluvial soils, as defined and mapped by the Federal Emergency Management Agency. Where mapping from this source is not available, the Kent County soil survey shall be used to determine the extent of flood hazard areas. 168

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 8 Impervious surfaces: "Impervious surfaces" are those that do not absorb rain. All buildings, parking areas, driveways, roads, sidewalks, and any areas in concrete and asphalt shall be considered "impervious surfaces" within this definition. In addition, other areas determined by the engineer to be impervious within the meaning of this definition will also be classed as "impervious surfaces." Lot coverage: The percent of a lot which is covered, or planned to be covered, with impervious surfaces. [The term] "lot coverage" shall include off-street parking areas and driveways, but not public streets. The aspects of the project (portion of a surface parking lot) to be located in the Flood Hazard Area (floodplain) enhance the ability to provide some security and services areas related to the building. The location of these security and service areas requires some development within the Flood Hazard Area (floodplain) areas due to the available development area location on the property and the existing office/credit union building that will remain. The areas still withing the floodplain are proposed as an access drive and parking spaces but not buildings. Planning Staff finds that the development that taken steps to minimize the redevelopment in the Flood Hazard Area with the proposed location of the Parking Garage Structure outside of the Flood Hazard Area and with the proposed use of pervious paving in areas of parking lot and access drive in order to reduce that level of impervious surfaces in the Flood Hazard Area. A significant portion of the property will remain as open space with no development in the floodplain areas especially located along the St. Jones River. VIII. BUILDING ARCHITECTURE The application proposes a Parking Garage Structure. The 3-story structure is predominately brick and rises to a roof ridge height of 55 feet. The west, north, and east elevations are very building- like in appearance hiding the ramped parking decks within. Vehicle access to the garage is via two entry access points from East Avenue/E. Water Street on its west elevation. The architecture of the Parking Garage is brick with window-like openings with keystone headers and trimwork surrounds, a series of dormer windows on the hipped roof in a concrete tile and turned gable roof elements. It is similar to Colonial Revival style seen in the Legislative Hall Building and the surrounding Capital complex buildings. The hipped roof of the garage structure will obscure the uppermost level of parking and is proposed to include solar panels on the southeast roof slope (side facing Credit Union Building). See the attached Site Plan set and Architecture Set. The attached elevation drawings and site plan drawings for detailed information on building dimensions, locations, and material choices. IX. TREE PLANTING AND LANDSCAPE PLAN Tree Planting Requirements The Zoning Ordinance further requires a tree planting/landscape plan for at a rate of one tree per 3,000 SF of development area. The size of the development area of must be listed. The Plan notes 22 trees are being provided. The project shows some street tree plantings with grass areas between the curb and sidewalk and grass/landscaping between the sidewalk and building face. Most of the trees are proposed on the east and south side of the building/surface parking lot. The trees include a variety of trees including Sugar Maples, Serviceberry Trees, and Holly Trees. 169

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 9 X. 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) Cover Sheet, C001: a) Data Colum: i) List complete tax parcel number: ED-05-077.10-01-02.00-000 ii) The address of the Garage location is 425 East Avenue. The address of 150 E. Water Street is the Del-One Building. iii) Add H (Historic District Zone). b) List any waivers and conditions of approval for the Architectural Review Certification from the Planning Commission. This would include the reduction of the front yard setback requirement. c) Add Variance Application Number V-24-01 to note. Add more detail to the variances granted. d) Correct lighting of tax parcel number in the Wetland Delineation statement. 2) Sheet C102 – Project notes: Clarify description of project size as footprint size and/or also list total floor area size. 3) Sheet C103: a) List the size of impervious area within the floodplain as existing, as removed and provide amount of impervious surface in floodplain for project. b) Ensure trees marked for removal and protection are consistent with those shown on the Landscape Plan sheets. c) Plan for continued access to the fire hydrant at street corner intersection during construction activities if necessary for fire protection needs of adjacent buildings. d) Identify protection measures for series of trees along the curve of Martin Luther King Jr. Blvd. South during construction. 4) Sheet C104 – Site Layout: a) Confirm status of existing tree near access drive to southwest parking area. b) Ensure parking lot spaces can accommodate the sliding gate on the east side of the building. c) Provide height for decorative wall at the generator location and ensure construction of the wall accommodates topography in the area d) Provide information on distance from the north and west elevations of the building to the adjacent front property lines (the setback). e) Identify Street as Martin Luther King Jr. Boulevard South. f) Clarify and identify correctly throughout the plan set the name of the street segment as East Avenue or as East Water Street See other comments regarding street name confusion. g) Clarify if there are any covered bicycle parking spaces located interior to the parking garage. There are parking racks for bicycles depicted on the west elevation of the building. 5) Sheet C105: In detail of bicycle rack, clarify the number of bicycle parking spaces as number differs on plan. 170

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 10 6) Sheet C106: a) Remove previous existing trees as they are showing on this plan drawing where previously marked for removal. b) This sheet may be the better opportunity to provide the distances from the building to the front property line to identify the front yard setback as proposed 7) Sheet C107: Confirm approval with Department of Water & Wastewater regarding the water service line locations which are currently depicted at separate points for the domestic and for the fire. 8) Sheet C109: a) Update street names when determined correctness for East Avenue and/or East Water Street. b) Identify the adjacent street segment as Martin Luther King Jr. Boulevard South. 9) Sheet C 111 - Fire Marshal Plan: a) Update data column as noted previously for other planned sheets. b) Check labeling of fuel tank and generator as label identifiers are different on this sheet when compared to other plan sheets. c) Ensure appropriate access to the fire department connection from the street especially as related to any adjacent parking and/or tree planting locations. d) Update Note 2 to identify that the Knox Box is obtained from the Office of the City Fire Marshal and not the local fire department. 10) Upright curbing must be provided for all parking areas and drive aisles. A waiver request was submitted for consideration of partial elimination of curbing in areas of the surface parking lot area to remain and the new access drive. 11) C-113 - Landscape Plan: a) Ensure proposed tree planting locations do not conflict with planned or existing utility lines. b) Provide calculation for development area size and associated tree plantings required. It appears a total of 22 trees are proposed. c) Ensure Plan series includes items required by Zoning Ordinance, Article 5 §16.81. d) Add certification note and signature block for Landscape Architect. This sheet can not be sealed by the project engineer. e) Determine if the northernmost tree on east side of new access drive aisle is an existing tree to remain or new proposed tree. f) Confirm if tree at southeast corner of surface parking lot area is an existing tree to remain or new tree to be planted. Update Demolition Plan sheet as necessary g) Ensure landscape plantings do not impede the fire department connection as currently a series of shrubs are shown in that area. h) Adjust landscape plantings as plantings are currently shown in paved concrete area proposed for bicycle parking racks on other plan sheets. i) Ensure corner visibility area height limitations are abided by for landscape plantings at the northwest corner of the building. j) Clarify types (material, form) and heights of proposed fences. 12) Identify Dumpster location or method of trash collection for this location. 171

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 11 13) The street name of East Avenue and associated address of 425 East Avenue may be confusing as most people think that East Water Street continues to MLK Jr. Boulevard. It is noted that Water Street continues on the east side of the St. Jones River. A determination must be made regarding the street name and building location address for this street segment (north of curve). 14) Additional evaluation and review of this project as proposed may be necessary due to the environment contamination in this area and/or the site’s potential participation in any environmental remediation program. a) Provide copies of any agency approvals/permits to the Planning Office so that we may be aware of any specific conditions of redevelopment. 15) Provide construction details for the following items but not limited to, dumpster pad/enclosure, traffic control signage, lighting fixtures, handicap signage, etc. 16) The construction of the site entrances and street improvements must comply with the requirements of DelDOT and the City of Dover Public Works Department based on street maintenance responsibilities. 17) The Historic District Commission recommended conditional approval of the Architectural Review Certificate for the construction of the project. See attached Recommendation Report for recommended conditions. 18) Any Erosion & Sediment Control Plans and Stormwater Management Plans granted approval by the DNREC 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. 19) 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. XI. 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) Waiver Request – Partial Elimination of Curbing: Planning Staff grants approval of the partial elimination of curbing in select area of the access drive and the reconstructed surface parking lot area to accommodate stormwater management practices and to minimize floodplain impacts. 2) Architectural Review Certification Staff recommends conditional approval of the Architectural Review Certificate for the construction of the Parking Garage Structure finding that the 172

Item 7. S-24-14 Legislative Hall Parking Garage at 425 East Avenue DAC Report of September 4, 2024 Page 12 building to be of a design compatible with the intent of the Design Standards and Guidelines for the City of Dover Historic District Zone. a) Staff provided a series of recommendations and comments regarding the Architectural Review Certification and review of the project for compliance the Design Standards and Guidelines. These items were previously identified during the review of the project by the Historic District Commission. See HDC Recommendation Report. 2) Electric Vehicle Charging Stations: Identify if the project is planning for the installation of Electric Vehicle Charging Stations in this Parking Structure. Currently, the Zoning Ordinance does not require them, but many other jurisdictions have implemented such requirements. Electric Vehicle Charging Stations formats include EV-Capable, EV-Ready, and EV-Installed. XII. ADVISORY COMMENTS TO THE APPLICANT: 1) The Planning Commission should act upon the Architectural Review Certification as part of any motion to approve this project, or as a separate mo