Paperless Packet PC Meeting Session 2 5-18-2020

CITY OF DOVER PLANNING COMMISSION AGENDA SESSION 2 Monday, May 18, 2020 – 7:00 P.M. Virtual Meeting The Planning Commission Meeting (Session 2) for May 18, 2020 at 7:00PM will be held only as a Virtual Meeting using WebEx. Representatives of each Project Application will receive a specific invitation to attend this meeting. Regular Planning Commission member participants will receive a specific invitation to attend meeting as a Panelist. Public Participation Information To Attend City of Dover Session 2 Planning Commission Meeting of May 18, 2020 Public Participation Information: Dial 1-408-418-9388 Event number/Access code: 713 580 096 Event password: DoverPC2 https://cityofdoverde.webex.com/cityofdoverde/onstage/g.php?MTID=ef410643643304caf96472 10708fdb787 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. For problems accessing the meeting, please call the Planning Office at (302) 736-7196. WELCOME PLEDGE OF ALLEGIANCE ROLL CALL APPROVAL OF AGENDA – MEETING SESSION 2 COMMUNICATIONS & REPORTS 1) Reminder: The next Planning Commission regular meeting date is Monday, June 15, 2020 at 7:00 PM. 2) Department of Planning & Inspections Updates OPENING REMARKS CONCERNING MEETING PROCEDURES for APPLICATIONS OLD BUSINESS 1) Request Extensions of Planning Commission Approval: a. SB-19-01 Minor Subdivision Plan Lands of Kraft Foods Group Inc. at 1250 W. North Street – Request for Extension of Minor Subdivision Plan approval granted by the Planning Commission on April 15, 2019 to permit the subdivision of 105.6689 +/- acres of land into: the new Lot 1 of 16.3949 acres and the Residual of 89.2740 acres. The property is located on the south side of West North Street and west of POW-MIA Parkway. The property is zoned IPM (Industrial Park Manufacturing Zone). The owner

City of Dover Planning Commission Agenda – Session 2 Public Hearing: May 18, 2020 Page 2 of 2 of record is General Foods Corp. (Kraft Foods Group, Inc.) Property Address: 1250 West North Street. Tax Parcels: ED-05-076.00-01-12.00-000 and ED-05-076.00-01-10.00-000. Council District 2. Note: On April 17, 2020 as part of the City’s Continuity of Government operations, the Planning Office administratively extended the expiration date of the Plan approval for 30 days after the termination of the Delaware State of Emergency. NEW APPLICATIONS 1) AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road – Public Hearing and Review for Recommendation to City Council of an Annexation Request and Rezoning Request for a parcel of land totaling 2.00 acres +/- located at 679 Horsepond Road, Dover. The property is currently zoned BG (General Business District) in Kent County. The proposed zoning is C-3 (Service Commercial Zone) and AEOZ (Airport Environs Overlay Zone). The property is located on the east side of Horsepond Road and south of but not adjacent to S. Little Creek Road. The annexation category according to Dover’s 2019 Comprehensive Plan is Category 1: High Priority Annexation Areas and the land use designation is Industrial. The owner is JACJIM, LLC. Property Address: 679 Horsepond Road. Tax Parcel: ED-00-078.00-01- 02.02-000. Proposed Council District 2. Ordinance #2020-07. 2) S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive: Master Plan – Public Hearing and Review of a Site Development Master Plan Application to permit redevelopment of the school property in a series of Phases. Phase 1: construction of a new 238,500 SF middle schools building, parking, and other site improvements; Phase 2: Sports Fields and two associated 2,300 SF buildings; Phase 3: 19,500 SF future building addition; and Phase 4: two 33,800 SF future building additions. The proposal involves a series of land tracts totaling 44.71 acres +/- and are zoned IO (Institutional and Office Zone). The land tracts are located on the north side of Walker Road and east of Schoolhouse Lane. The property is adjacent to Silver Lake. The owner of record is Dover Special School District. Property Address (all parcels): 1 Pat Lynn Drive. Tax Parcel ID (all parcels): ED-05-067.11-01-68.00-000. Council District 4. Waiver Request: Partial Elimination of Curbing. NEW BUSINESS 1) Nomination and Election of Officer (Chairman) due to Vacancy ADJOURN SESSION 2 THE AGENDA ITEMS MAY NOT BE CONSIDERED IN SEQUENCE. THIS AGENDA IS SUBJECT TO CHANGE TO INCLUDE THE ADDITION OR THE DELETION OF ITEMS, INCLUDING EXECUTIVE SESSIONS. Posted Agenda: May 7, 2020

April 24, 2020 Mrs. Dawn Melson-Williams, AICP City of Dover PLANNING OUR CLIENTS’ SUCCESS Department of Planning and Inspections P.O. Box 475 Dover, DE 19903-0475 RE: Minor Subdivision Plan Approval Extension Request KRAFT FOODS GROUP / MINOR SUBDIVISION (SB-19-01) Dover, Delaware 2018255.00 Dear Dawn: On behalf of our client, Kraft Foods Group, Inc., we are hereby requesting an administrative extension to the Minor Subdivision Plan Application (SB-19-01) for the property located at 1250 W. North Street. The minor subdivision of subject property was granted conditional approval by the City of Dover Planning Commission on April 15, 2019. This approval is set to expire on April 30th, 2020, which we are requesting extension of, so we can work through final steps to obtain approval and recordation of subdivision. Please let me know if there is anything additional required to act on this request. Sincerely, BECKER MORGAN GROUP, INC. BECKER MORGAN GROUP, INC. J.C. Dodd, PLS A RCHITECTURE & ENGINEERING Senior Associate 309 SOUTH GOVERNORS AVENUE DOVER, DELAWARE 19904 JCD/rlh 302.734.7950 FAX 302.734.7965 RITTENHOUSE STATION 250 SOUTH MAIN STREET, SUITE 109 Cc: Henry Huizinga – Kraft Foods Group, Inc. NEWARK, DELAWARE 19711 Kurt Mrazick – CBRE, Inc. 302.369.3700 201825500ar-COD-ltr-ext.doc PORT EXCHANGE 312 WEST MAIN STREET, SUITE 300 SALISBURY, MARYLAND 21801 410.546.9100 FAX 410.546.5824 A RCHITECTURE & P LANNING 3205 RANDALL PARKWAY, SUITE 211 WILMINGTON, NORTH CAROLINA 28403 910.341.7600 FAX 910.341.7506 www.beckermorgan.com

City of Dover PETITION TO ANNEX AND REZONE PROPERTY DEVELOPMENT ADVISORY COMMITTEE OF April 29, 2020 PLANNING COMMISSION MEETING OF May 18, 2020 File Number: AX-20-03 Ordinance Number: 2020-07 Applicants: JACJIM, LLC c/o James McLaughlin Owner of Record: JACJIM, LLC Property Address: 679 Horsepond Road, Dover DE Tax Parcel ID #: ED-00-078.00-01-02.02-000 Lot Size: 2.00 acres Present Zoning: BG (General Business Zone) Proposed Zoning: C-3 (Service Commercial Zone) AEOZ (Airport Environs Overlay Zone) • APZ II (Accident Potential Zone II) • 70 DNL B (Noise Zone B) Comprehensive Plan Category 1: High Priority Annexation Areas Designation: Comprehensive Plan Industrial Land Use Designation: Present Use: Wholesaler Proposed Use: Wholesaler Utility Availability: Electric: 679 Horsepond Road is currently served by City of Dover Electric. Water and Sanitary Sewer: 679 Horsepond Road is not currently served by the City of Dover Water or Sanitary Sewer. Water service is available on the opposite side of Horsepond Road. Sanitary Sewer is available; however, the developer will be

required to tie into a pressure force main that is located within an easement on the opposite side of Horsepond Road. The developer will be responsible to provide calculations that the existing infrastructure can accept the effluent created by this project. The developer would be responsible to obtain permission to enter the existing easement and connect to the pressure force main. Installation of utilities will require DelDOT approval. The property owner is responsible for any and all costs associated with extending and providing service to the proposed development including tapping the water main, extending and tapping the sewer main, paying impact fees and obtaining permits. Staff Recommendation: The Electric Department has no objection to the annexation. The Department of Public Works has no objection to the annexation. P. O. Box 475 Dover, DE 19903 Community Excellence Through Quality Service

City of CITY OF DOVER Dover Planning Office DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY D.A.C. MEETING DATE: March 4, 2020 APPLICATION: Annexation of Lands of JACJIM, LLC at 679 Horsepond Road FILE #: AX-20-03 REVIEWING AGENCY: City of Dover Planning CONTACT PERSON: Samantha Bulkilvish, Planner PHONE #: (302) 736-7196 Summary This application is for the Annexation and Rezoning of the property at 679 Horsepond Road, Dover. It is a parcel of land totaling 2.00 acres +/-. The owner of record is JACJIM, LLC. Tax Parcel: ED-00-078.00-01-02.02-000. Existing Property The property is located on the east side of Horsepond Road and south of but not adjacent to S. Little Creek Road. The boundary of the City of Dover surrounds the parcel on all sides. The property includes an existing small warehouse type building. The property is currently zoned BG (General Business District) in Kent County. The owner would like to continue to operate his business from the warehouse on the property as they seek to connect to City utilities. Surrounding Land Uses To the west of the parcel is a large swath of land that is used for an industrial park and contains the Fordham and Dominion Brewery. To the north of the property is a small business park containing some small warehouse type buildings along Maggies Way. To the east and south of the parcel is the Dover Behavioral Health System consisting of a large hospital type building and parking area. Comprehensive Plan 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 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:

AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road DRAFT DAC Report of April 29, 2020 Page 2 • 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 for this property to be Industrial. 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 Industrial. M (Manufacturing) IPM (Industrial Park Manufacturing) IPM-2 (Industrial Park Manufacturing – Business and Technology Center) IPM-3 (Industrial Park Manufacturing – Industrial Aviation & Aeronautics) C-3 (Service Commercial) Request for C-3 (Service Commercial Zone) & AEOZ (Airport Environs Overlay Zone) The applicant has requested the zoning of C-3 (Service Commercial Zone). The types of permitted uses in the C-3 (Service Commercial Zone) are given in Article 3 §15 of the Zoning Ordinance. See the following Code excerpt: Section 15. - Service commercial zone (C-3). 15.1 Uses permitted. In a service commercial zone (C-3), 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: (a) Service establishments. (b) Personal service establishments. (c) Business, professional or governmental offices. (d) Retail uses accessory to a permitted use. (e) Drive-throughs accessory to a permitted use. (f) Wholesale, storage, and warehousing establishments. (g) Indoor recreation and amusement establishments. (h) Motor vehicle, boat, or farm equipment sales or service, subject to the following regulations: (1) The minimum lot size for such establishments shall be 20,000 square feet, and the minimum street frontage shall be 150 feet. (2) Entrance and exit driveways shall have an unrestricted width of not less than 16 feet, shall be located not nearer than ten feet from any property line and shall be so laid out as to avoid the necessity of any vehicle leaving the property to back out across any public right-of-way or portion thereof. (3) Vehicle lifts or pits, dismantled and disabled automobiles and all parts or supplies shall be located within a building enclosed on all sides.

AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road DRAFT DAC Report of April 29, 2020 Page 3 (4) All service or repair of motor vehicles, other than such minor servicing as change of tires or sale of gasoline or oil, shall be conducted in a building fully enclosed on all sides. This requirement shall not be construed to mean that the doors to any repair shop must be kept closed at all times. (5) The storage of gasoline or flammable oils in bulk shall be located fully underground in accordance with applicable provisions of the National Fire Protection Association Code. (6) No fuel pumps shall be located nearer than 15 feet to any street line. (7) Fuel pumps shall not be permitted closer than 100 feet from a property line of any school, day care, church, hospital, nursing home, or place of public assembly designed for the simultaneous use and occupancy by more than 100 persons. (i) Manufacturing, assembling, converting, altering, finishing, cleaning or any other processing of products for sale on or off the premises, provided that not more than 25 persons shall be engaged in such activity; and provided further, that any such use shall be subject to the performance standards procedure as set forth in article 5, section 8. (j) Mini-storage facilities, subject to the following regulations: (1) No unit shall be placed within 30 feet of a residential property line. (2) No outside storage, except for recreational vehicles, boats, or personal automobiles when parked in specifically approved locations. Parking for these vehicles shall not count toward the required parking set forth in subsection (e) below. (3) No individual unit may be used for retail, garage sale or any other commercial activities. (4) No storage of flammable, explosive, corrosive or other hazardous products may occur in the individual unit. (5) 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. 15.2 Conditional uses. 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 article 10, section 1: (a) Crematory, subject to the following requirements: (1) The building lot line upon which a crematory is to be established shall be located at least 100 feet from any residential zone. (2) Where adjacent to residential zones, all landscape buffers shall be required. The buffer shall consist of a landscape screen no less than six and one-half feet high. All landscaping shall be properly maintained throughout the life of the use on lot. (3) Loading operations shall be conducted within a completely enclosed building. Location of loading doors shall be at the side or rear of the building. (4) The crematory shall comply with the Delaware Incinerator Regulations. A copy of the approved air pollution permit issued by the State of Delaware Department of Natural Resources and Environmental Control shall accompany the application for a certificate of occupancy. 15.3 Enclosed buildings. All permitted uses and all storage accessory thereto, other than offstreet parking, shall be carried on in buildings fully enclosed on all sides, except for outdoor eating areas associated with restaurants and outdoor sales areas approved by the city planner. 15.4 Performance standards. All uses are subject to performance standards as set forth in article 5, section 8.1.

AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road DRAFT DAC Report of April 29, 2020 Page 4 15.5 Site development plan approval. Site development plan approval in accordance with article 10, section 2 hereof shall be required prior to the issuance of building permits for the erection or enlargement of all structures and prior to the issuance of certificates of occupancy for any change of use. The property is also subject to the AEOZ (Airport Environs Overlay Zone). In this case the property is located in the Accident Potential Zone APZ II and the Noise Zone Area B. The intent of the Overlay Zone and the compatible land uses in the AEOZ (Airport Environs Overlay Zone) are given in Article 3 §22 of the Zoning Ordinance. See the following Code excerpt: Section 22. - Airport environs overlay zone (AEOZ). 22.1 Purpose and intent. The airport environs overlay zone (AEOZ) is expressly intended to protect the public health, safety, and welfare by identifying areas impacted by high levels of aircraft noise, and the potential for aircraft accidents associated with airport operations, by regulating land use and the construction of buildings within such areas. The AEOZ is further intended to preserve and promote the integrity of the mission of Dover Air Force Base (DAFB) as a matter of local, regional and national importance, by regulating development and land use within the specific areas surrounding DAFB, and to protect DAFB from encroachment of incompatible land uses. The AEOZ shall serve as an overlay zone that applies additional standards and requirements to properties located therein. (a) The AEOZ is based on information provided by the Dover Air Force Base's Air Installation Compatible Use Zone Study Update. The city shall work with the Dover Air Force Base to update the provisions of this section as needed. (b) In case of conflicting standards and requirements, the more stringent standards and requirements shall apply. Uses prohibited by the underlying zoning designations of the properties within the AEOZ shall not be permitted by this section. 22.2 Definitions. (a) Air installations compatible use zones (AICUZ): is a department of defense program to achieve compatibility between air installations and neighboring communities. (b) Airport environs: is the geographic area that is affected by airport air traffic operations and defined on the basis of those areas immediately impacted by aircraft noise of the 65 decibels (dBs) and greater noise exposure areas as delineated by the current and approved DAFB air compatibility use zone study. This area is represented as the airport environs overlay zone (AEOZ). (c) Day-night average A-weighted sound level (DNL): is a cumulative aircraft noise index which estimates the exposure to aircraft noise and relates the estimated exposure to an expected community response; a 24-hour energy average sound level expressed in decibels (dBs), with a ten-decibel penalty applied to noise occurring between 10:00 p.m. and 7:00 a.m. (d) DNL contour: is an isoline linking together a series of points of equal cumulative noise exposure based on Ldn metric. Such contours are developed based on aircraft flight patterns, number of daily aircraft operations by type of aircraft and time of day, noise characteristics of each aircraft, and typical runway usage patterns. (e) Decibel (dB): is a unit of measure of sound pressure or intensity. (f) Ldn metric: is the average equivalent A-weighted sound level during a 24-hour day, obtained by adding ten decibels to the hourly noise levels measured during the night (10:00 p.m. to 7:00 a.m.). (g) SLUCM: Standard Land Use Coding Manual, U.S. Department of Transportation. 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:

AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road DRAFT DAC Report of April 29, 2020 Page 5 (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: (1) 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. 22.4 Exemptions. The following uses and structures are exempt from compliance with the provisions of this section: (a) Additions to existing one-family dwellings. Additions to existing one-family dwellings may be permitted when all other applicable zoning district bulk requirements are met. (b) Additions to existing non-residential buildings. (1) Additions to existing non-residential buildings designed for human occupation shall be limited to a maximum increase of 50% of the floor area. (2) Additions to existing non-residential buildings designed for storage, warehousing and other uses not designed or intended for human occupancy as a primary use are unlimited in floor area. (c) Temporary uses. Temporary uses which include but are not limited to public gatherings, celebrations and outdoor entertainment events are permitted, so long as the period of operation does not exceed five days. (d) Temporary structures. Temporary buildings and structures such as tents, pavilions, bleachers, etc., that are not used for residential purposes, and which meet said applicable requirements as contained within this zoning ordinance appendix are permitted, so long as such uses and associated structures are constructed incidental to a permitted use. (e) Accessory uses and structures. Accessory uses and structures incidental to a permitted principal structure or use. 22.5 Land use and development standards. Any building or portion thereof constructed or placed within the AEOZ shall comply with the following standards: (a) Unless specifically exempted under subsection 22.4 above, land uses shall be permitted or prohibited in accordance with subsection 22.6, land use compatibility table. (b) Proposed structures situated within noise zones A through D shall be constructed with noise attenuation features to achieve the minimum interior noise level reductions specified by building type in subsection 22.6, land use compatibility table. (c) In APZ I and APZ II, no structure may be erected over 60 feet in height, regardless of zoning district bulk regulations of the individual zoning district. (d) All building permit applications for construction of new buildings or building additions not exempted under section 22.4, within AEOZ shall be accompanied by a written statement from a licensed architect or engineer, which lists all construction materials to be used and the resultant interior noise level reductions to be achieved. The written analysis provided by the engineer or

AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road DRAFT DAC Report of April 29, 2020 Page 6 architect shall demonstrate that the proposed construction will achieve compliance with the minimum required interior noise level reductions specified in subsection 22.6, land use compatibility table. 22.6 Land use compatibility table. LAND USE COMPATIBILITY TABLE Accident Potential Noise Zones in DNL dBA Zones SLUCM Name A B C No. Clear APZ APZ D 65— 70— 75— Zone I II 80+ 69 74 79 10 Residential 11 Household units 11.11 Single units; detached N N Y 5, 12 Y 1, 12 Y 2 N N 1 2 11.12 Single units; semidetached and attached N N N Y Y N N 11.31 Apartments N N N Y1 Y2 N N 12 Group quarters N N N Y1 Y2 N N 13 Residential hotels N N N Y1 Y2 N N 14 Mobile home parks or courts N N N N N N N 15 Transient lodgings N N N Y1 Y2 Y5 N 16 Other residential N N N Y1 Y2 N N 17 Manufactured homes N N N N N N N 20 Manufacturing 21 Food & kindred products; manufacturing N N Y Y1 Y2 Y3 Y4 22 Textile mill products; manufacturing N N Y Y1 Y2 Y3 Y4 Apparel and other finished products made from 23 fabrics, leather, and similar materials; N N N Y1 Y2 Y3 Y4 manufacturing Lumber and wood products (except furniture); 24 N Y 5, 9 Y Y1 Y2 Y3 Y4 manufacturing 25 Furniture and fixtures; manufacturing N Y 5, 9 Y Y1 Y2 Y3 Y4 26 Paper & allied products; manufacturing N Y 5, 9 Y Y1 Y2 Y3 Y4 27 Printing, publishing, and allied industries N Y 5, 9 Y Y1 Y2 Y3 Y4 28 Chemicals and allied products; manufacturing N N N Y1 Y2 Y3 Y4 29 Petroleum refining and related industries N N Y Y1 Y2 Y3 Y4 30 Manufacturing

AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road DRAFT DAC Report of April 29, 2020 Page 7 Rubber and misc. plastic products, 31 N N N Y1 Y2 Y3 Y4 manufacturing 32 Stone, clay and glass products manufacturing N N Y Y1 Y2 Y3 Y4 33 Primary metal industries N N Y Y1 Y2 Y3 Y4 34 Fabricated metal products; manufacturing N N Y Y1 Y2 Y3 Y4 Professional, scientific, and controlling 35 instruments; photographic and optical goods; N N N Y1 Y2 Y3 N watches and clocks manufacturing 39 Miscellaneous manufacturing N Y 5, 9 Y 5, 9 Y 1 Y2 Y3 Y4 40 Transportation, Communications and Utilities Railroad, rapid rail transit and street railroad 41 N N Y Y1 Y2 Y3 Y4 transportation 42 Motor vehicle transportation N Y Y Y1 Y2 Y3 Y4 43 Aircraft transportation N Y 10 Y Y1 Y2 Y3 Y4 44 Marine craft transportation N Y 10 Y Y1 Y2 Y3 Y4 45 Highway & street right-of-way N Y Y Y1 Y2 Y3 Y4 46 Automobile parking N Y 10 Y Y1 Y2 Y3 Y4 47 Communications N Y 10 Y Y1 Y2 Y3 N 48 Utilities N Y 10 Y Y1 Y2 Y3 Y4 Other transportation communications and 49 N Y 10 Y Y1 Y2 Y3 N utilities 50 Trade 51 Wholesale trade N Y5 Y Y1 Y2 Y3 Y4 Retail trade-building materials, hardware and 52 N Y5 Y Y1 Y2 Y3 Y4 farm equipment 53 Retail trade-general merchandise N N Y5 Y1 Y2 Y3 N 54 Retail trade-food N N Y5 Y1 Y2 Y3 N Retail trade-automotive, marine craft, aircraft 55 N Y5 Y5 Y1 Y2 Y3 N and accessories 56 Retail trade-apparel and accessories N N Y5 Y1 Y2 Y3 N Retail trade-furniture, home furnishings and 57 N N Y5 Y1 Y2 Y3 N equipment 58 Retail trade-eating and drinking establishments N N N Y1 Y2 Y3 N 59 Other retail trade N N Y 5, 9 Y 1 Y2 Y3 N 60 Services 61 Finance, insurance and real estate services N N Y 5, 9 Y 1 Y2 Y3 N

AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road DRAFT DAC Report of April 29, 2020 Page 8 62 Personal services N N Y 5, 9 Y 1 Y2 Y3 N 62.4 Cemeteries N N Y 11 Y1 Y2 Y3 N 5, 9 5 1 2 3 63 Business services N Y Y ,9 Y Y Y N 64 Repair services N Y 5, 9 Y Y1 Y2 Y3 Y4 65 Professional services N N Y 5, 9 Y 1 Y2 Y3 N 65.1 Hospitals, nursing homes N N N Y1 Y2 N N 65.1 Other medical facilities N N N Y1 Y2 Y3 N 66 Contract construction services N Y 5, 9 Y Y1 Y2 Y3 N 67 Governmental services N N Y 5, 9 Y 1 Y2 Y3 N 1 2 68 Educational services N N N Y Y N N 69 Miscellaneous services N N Y5 Y1 Y2 Y3 N 70 Cultural, Entertainment and Recreational 71 Cultural activities (including churches) N N N Y1 Y2 N N 71.2 Nature exhibits N N Y Y1 N N N 72 Public assembly N N N Y1 N N N 72.1 Auditoriums, concert halls N N N Y1 Y2 N N 72.11 Outdoor music shell, amphitheaters N N N N N N N 72.2 Outdoor sports arenas, spectator sports N N N Y6 Y6 N N 73 Amusements N N Y9 Y1 Y2 N N Recreational activities (including golf courses, 74 N N Y Y Y N N riding stables, water recreation) 75 Resorts and group camps N N N Y1 Y2 N N 76 Parks N Y9 Y9 Y Y N N 79 Other cultural, entertainment and recreation N N N Y2 Y3 N N 80 Resources Production and Extraction 81 Agriculture (except livestock) Y8 Y Y Y7 Y7 Y8 Y8 81.5 to Livestock farming and animal breeding N Y Y Y7 Y7 N N 81.7 82 Agricultural related activities N Y Y Y7 Y7 N N 83 Forestry activities and related services N Y Y Y7 Y7 N N 84 Fishing activities and related services N N N N N N N N Mining activities and related services N N N N N N N 89 Other resources production and extraction N N N N N N N Y (Yes)—Land use and related structures are compatible without restriction.

AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road DRAFT DAC Report of April 29, 2020 Page 9 N (No)—Land use and related structures are not compatible and are prohibited. Yx (yes with restrictions)—Land use and related structures generally compatible; see Notes 1—12. NLR (Noise Level Reduction)—NLR (outdoor to indoor) to be achieved through incorporation of noise attenuation measures into the design and construction of the structures. NOTES: 1 Require NLR of 25dB for DNL A. 2 Require NLR of 30dB for DNL B. 3 Require NLR of 35dB for DNL C. 4 Require NLR of 40dB for DNL D. 5 Require NLR of noise zone and building location and site planning, and design and use of berms and barriers can help mitigate outdoor exposure, particularly from near ground level sources. Measures that reduce outdoor noise should be used whenever practical in preference to measures which only protect interior spaces. 6 Require NLR of noise zone and special sound reinforcement systems are installed. 7 Associated residential uses require NLR of noise zone. 8 Structures are not permitted and personnel should wear hearing protection devices. 9 Facilities shall be low intensity. 10 No passenger terminals and no major aboveground transmission lines in APZ I. 11 Excludes chapels. 12 Maximum density of one dwelling unit per acre. 22.7 Design standards. (a) All buildings and structures to be constructed or placed within the AEOZ shall be situated on the portion of the lot that affords the least noise impact to the proposed building or structure, wherever and whenever practicable. Buildings and structures shall be designed and oriented to minimize exposure to the noise source and should take maximum advantage of existing physical features to minimize noise impact. Windows, doors and other building openings shall be located the greatest possible distance away from the noise source. (b) Landscape buffer plantings and related screening material shall be used whenever practicable to deflect noise away from areas intended for human habitation. 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;

AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road DRAFT DAC Report of April 29, 2020 Page 10 (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. Recommendation of Planning Staff: Staff recommends the annexation of the property at 679 Horsepond Road and its rezoning to C-3 (Service Commercial Zone) and subject to the AEOZ (Airport Environs Overlay Zone) be approved as submitted. 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 Designation as Industrial. The C-3 zoning is consistent with the development in the area and is consistent with the Land Use Designation of Industrial. The C-3 zoning is appropriate for the current use of the property as a wholesaler and is consistent with neighboring zoning. 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. The parcel also meets the minimum lot dimensions of 100 ft. wide by 100 ft. deep for a parcel zoned C-3 and will have no issue meeting other bulk requirements. ADVISORY COMMENTS TO THE APPLICANT 1) From the agency comments received, it appears that ability to provide City water is extremely feasible due to the proximity to existing infrastructure on the opposite side of Horsepond Road. Sanitary sewer is also available; however, it may be more involved since the applicant would have to connect to a pressure force main on the opposite side of Horsepond Road which is located in an easement. It would be the applicant’s responsibility to obtain permission to enter the existing easement. 2) 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, etc. 3) 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. 4) Regarding connection to City services (water and/or sanitary sewer) the applicant must contact the City’s Department of Water & Wastewater for procedures, permitting and impact fees. 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.

CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: APRIL 29, 2020 APPLICATION: LANDS OF JACJIM, LLC AT 679 HORSEPOND ROAD FILE #: AX-20-03 REVIEWING AGENCY: City of Dover Public Works Department CONTACT PERSON: Sharon J. Duca, P.E. CONTACT PHONE #: 302-736-7025 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 AND STATE CODE REQUIREMENTS: 1. Our office has no objection to the annexation of tax parcel ED-00-078.00-01-02.02-000. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES: 1. None. ADVISORY COMMENTS TO THE APPLICANT: 1. As a non-residential use, the site should continue to utilize private trash collection services. 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.

CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: APRIL 29, 2020 APPLICATION: LANDS OF JACJIM LLC, 679 HORSEPOND ROAD FILE #: AX-20-03 REVIEWING AGENCY: City of Dover Electric and Public Works Departments CONTACT PERSON: Paul Waddell - Electric Jason A. Lyon, P.E. – Water / Wastewater CONTACT PHONE #: Electric - 302-736-7070 Water / Wastewater – 302-736-7025 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. Our office has no objections to the proposed annexation of tax parcel ED-00-078.00-01-02.02-000 WATER / WASTEWATER 1. Our office has no objections to the proposed annexation of tax parcel ED-00-078.00-01-02.02-000. Any redevelopment shall adhere to the City of Dover Water/Wastewater Handbook. Impact fees will be applied to this property. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES ELECTRIC / WATER / WASTEWATER 1. None ADVISORY COMMENTS TO THE APPLICANT ELECTRIC / WATER / WASTEWATER 1. As per the Petition to Annex and Rezone Property, as heard by the Council Committee of the Whole, February 25, 2020, please find the following: a. 679 Horsepond Road is currently served by City of Dover Electric. b. 679 Horsepond Road is not currently served by the City of Dover Water or Sanitary Sewer. Water service is available on the opposite side of Horsepond Road. Sanitary Sewer is available; however, the developer will be required to tie into a pressure force main that is located within an easement on the opposite side of Horsepond Road. The developer will be responsible to provide calculations that the existing infrastructure can accept the effluent created by this project. The developer would be responsible to obtain permission to enter the existing easement and connect to the pressure force main. Installation of utilities will require DelDOT approval. The property owner is responsible for any and all costs associated with extending and providing service to the proposed development including tapping the water main, extending and tapping the sewer main, 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 .

CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY April 2020 APPLICATION: AX-20-03 Lands of JACJIM, LLC at 679 Horsepond Road FILE #: AX-20-03 REVIEWING AGENCY: Kent Conservation District CONTACT PERSON: Jessica L. Verchick, EIT PHONE #: (302) 608-5370 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. Kent Conservation District has no objection to the annexation and rezoning of the above referenced site. ADVISORY COMMENTS TO THE APPLICANT: 1. If at any time expansion or earth disturbing activity (clearing, grubbing tree clearing etc.) takes place and exceeds 5000 square feet; a detailed Sediment and Stormwater Management Plan must be submitted and approved to the Kent Conversation District.

CITY OF DOVER Dover/Kent DEVELOPMENT ADVISORY COMMITTEE County Metropolitan APPLICATION REVIEW COMMENTARY Planning D.A.C. MEETING DATE: 4-29-2020 Organization APPLICATION: Lands of JACJIM, LLC at 679 Horsepond Road FILE #: AX-20-03 REVIEWING AGENCY: Dover/Kent County MPO CONTACT PERSON: Jim Galvin, AICP PHONE #: (302) 387-6030 The MPO requested the opportunity to bring the recommendations on issues of our concern to the City of Dover. The MPO will limit comments to projects to development proposals and applications that may lead to new development. Issues of concern to the MPO are effective transit, reducing the amount of vehicle emissions by shortening or eliminating trips, and facilities for alternative modes of transportation, including bicycle and pedestrian access. The MPO considers the bicycle facilities required by the City of Dover to be the standard for all applications, not to be waived. City of Dover Planning Commission 5-18-2020 Project Review AX-20-03Kands of JACJIM, LLC at 679 Horsepond Road The MPO does not typically comment on property annexations, but we do provide comments when there is a road project likely in the area. The MPO, in cooperation with Kent County and the Kent Ecpnomic Partnership has contracted for a transporation study for the potential development of the property between the air base and South Little Creek Road east of Horsepond Road properties. Horsepond Road is the existing road access to the site and may a subject of any final plan for improvement. The MPO expects a final concept plan in about a year. The MPO can provide ongoing status of the effort. 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.

City of Dover Application No.: AX-20-03 Department of Planning & Inspections C-3 Maggies Way C-3 IO D Dr MC Site APZ II IPM C-3 Hor R ond se p d M C-3 M Ln APZ I gD C- ty Bulldo fer 3 Laf R-8 M Legendr C-3 Subject Property Air Accident Zone Title: Lands of JACJIM, LLC Ordinance #: 2020-07 Dover Boundary APZ I Addresses: 679 Horsepond Road Zoning APZ II Parcel ID: ED-00-078.00-01-02.02-000 Dover Parcels CZ Existing Zoning: BG General Business District Proposed Zoning: C-3 Service Commercial Zone Kent County Parcels Noise Zones AEOZ Airport Environs Overlay Zone 65db Area A 2012 Buildings Owner: JACJIM, LLC Date: 3/23/2020 SWPOZ Tier 1 70db Area B « 75db Area C 0 245 490 980 Feet 80db Area D

R AT EB L IN CE 25 YEARS G 19 9 5 - 20 2 0

City of Dover DATA SHEET FOR MASTER PLAN REVIEW DEVELOPMENT ADVISORY COMMITTEE MEETING OF: May 6, 2020 PLANNING COMMISSION MEETING OF: May 18, 2020 Plan Title: New Dover Middle Schools at 1 Pat Lynn Drive: Master Plan Plan Type: Site Development Master Plan Location: North side of Walker Road and east of Schoolhouse Lane; and adjacent to Silver Lake Address: 1 Pat Lynn Drive Dover, DE Tax Parcel: ED-05-067.11-01-68.00-000 Owner/Applicant: Dover Special School District Size: 44.71 acres Zoning: IO (Institutional and Office Zone) Present Use: School-related athletic fields and parking; previous location of Dover High School (Demolished) Proposed Use: Phase 1: Construction of a new 238,500 SF middle schools building, parking, and other site improvements; Phase 2: Sports Fields and two associated 2,300 SF buildings; Phase 3: 19,500 SF future building addition; and Phase 4: Two 33,800 SF future building additions. Building Area: 238,500 SF Off Street Parking: Required – spaces Proposed – spaces Sewer & Water: City of Dover Waivers Requested: Partial Elimination of Curbing P. O. Box 475 Dover, DE 19903 Community Excellence Through Quality Service

City of Dover CITY OF DOVER Planning Office DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY D.A.C. MEETING DATE: May 6, 2020 (DAC Meetings of April 1 and 8, 2020 were canceled due to COVID-19 pandemic; Application rescheduled to next DAC Meeting series) APPLICATION: New Dover Middle Schools at 1 Pat Lynn Drive: Master Plan FILE #: S-20-02 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 Master Plan Application to permit redevelopment of the school property in a series of Phases for the New Dover Middle Schools. Phase 1: construction of a new 238,500 SF middle schools building, parking, and other site improvements; Phase 2: Sports Fields and two associated 2,300 SF buildings; Phase 3: 19,500 SF future building addition; and Phase 4: two 33,800 SF future building additions. The proposal involves a series of land tracts totaling 44.71 acres +/- and are zoned IO (Institutional and Office Zone). The land tracts are located on the north side of Walker Road and east of Schoolhouse Lane. The property is adjacent to Silver Lake. The owner of record is Dover Special School District. Property Address (all parcels): 1 Pat Lynn Drive. Tax Parcel ID (all parcels): ED-05- 067.11-01-68.00-000. Council District 4. Previous Applications The subject site was the previous location of Dover High School constructed in the 1960s. As part of the construction of the New Dover High School at 1 Dover High Drive (C-10-05 and S- 11-18) on the south side of Forrest Avenue, the high school building was demolished, and the building footprint area stabilized. The existing athletic fields and tennis courts remain only with the site access drives and parking areas. Preliminary Land Use Services Review (PLUS) The application was evaluated for the necessity of Preliminary Land Use Services Review (PLUS). This project met the project size threshold established in the City of Dover’s Memorandum of Understanding (MOU) that requires completion of the PLUS Review process prior to application submission. The Dover Middle School project (PLUS #2020-03-04) was reviewed at the PLUS Meeting on March 25, 2020. A PLUS Comment Letter dated April 23, 2020 was received and the applicant has submitted a Response Letter. (See Exhibits). II. PROJECT DESCRIPTION The subject property area consists of a series of land tracts totaling 44.71 acres +/- on the north

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 2 side of Walker Road and east of Schoolhouse Lane. It was the previous location of Dover High School; several athletic fields (Football Field with Track and Baseball Field) remain on the property. The Site Development Master Plan proposes four (4) phases of the project for the New Dover Middle Schools at 1 Pat Lynn Drive. Overall, the project involves the following: • Phase 1: Construction of a new 238,500 SF middle schools building, parking, and other site improvements. • Phase 2: Sports Fields and two associated 2,300 SF buildings (Outbuilding – Concession and Outbuilding – Maintenance). • Phase 3: A future 19,500 SF future building addition to schools building. • Phase 4: Two 33,800 SF future building additions to schools building. The project also includes the associated site improvements related to sidewalks to interconnect the building with the existing network of nearby streets, stormwater management facilities, and landscaping. In the project development area, select existing parking lots, tennis courts, and portions of the entrance drive will be removed for reconfiguration. Surrounding Land Uses: To the east of the Middle Schools property, is the Silver Lake Office complex along Silver Lake Boulevard zoned CPO (Commercial and Professional Office Zone); the townhouse community of Senators Lake zoned RM-1 (Medium Density Residential Zone); and a nursing home facility zoned IO (Institutional and Office Zone). To the north, is Silver Lake. To the west is Woodcrest residential community zoned R-8 (One Family Residence Zone) and consisting of one-family detached dwellings closest to the school. On the west, near Walker Road is an areas zoned C-1A Limited Commercial Zone) with a day care center facility and multi-tenant office buildings. To the south across Walker Road is a residential neighborhood of one-family dwellings zoned R-8 (One Family Residence Zone) in the area of Pear Street and West Street; and the VFW Post and Fairview Elementary School zoned IO (Institutional and Office Zone). III. ZONING REVIEW IO Zoning District The campus property is zoned IO (Institutional and Office Zone) and subject to the regulations of Zoning Ordinance, Article 3 Section 10 and Article 4 Section 4.15. The proposed use as middle schools is a permitted use in the zoning district. Site Development Master Plan The plan for this project is submitted for review under the Site Development Master Plan process (See Zoning Ordinance, Article 10 §2.44 listed below). This process allows for a series of construction phases to be outlined in a Master Plan for Planning Commission review and approval. Prior to each Phase of construction, a Site Plan specific to that phase is submitted for Administrative Site Plan review. Article 10 §2.44 Site development master plans. Conceptual site development master plans shall be reviewed by the planning commission in accordance with the provisions of subsection 2.43. Conceptual site development master plans shall depict a site development proposal that reflects

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 3 general compliance with the provisions of the zoning ordinance and shall also reflect the following information on the plan: (A) Conceptual Master Plan. Conceptual Master Plan shall include the proposed general layout of building, streets, parking, open space, landscape concepts, and stormwater management areas. (1) Detailed site construction plans, details, and specifications are not required as part of a site development master plan submission. (2) The plan shall illustrate distinct phase boundaries for each proposed construction phase and shall depict proposed construction and site improvements planned for each phase. Bulk quantities and area totals for each construction phase, and for the total site, shall be tabulated in a data column on the plan. (3) Each construction phase shall be enumerated in sequential order on the site development master plan according to the order of construction contemplated by the plan. Phases shall be implemented in accordance with the approved site development master plan unless the city planner approves an alternate phasing. (4) Each construction phase represented on the master plan shall be planned and designed to function independent of construction and site improvements contemplated in future construction phases in all respects, including but not limited to bulk area provisions of the zoning district in which the site is located, off-street parking requirements, site entrances, emergency access requirements, site utilities, and stormwater management improvements except where the requirements and needs of a later phase are met and remain met by a previous phase of completed construction. (5) Any special agreements or conditions of approval relative to the overall development that have been specified by regulatory agencies shall be documented on the site development master plan. (B) Phased site plan approval. Individual phased components of the Conceptual Master Plan are to be reviewed and approved as an Administrative Site Plan. Final site construction plans, including detailed site grading, paving, utilities, stormwater management, and tree planting and preservation plans shall be submitted for final approval by the city planner and/or authorized designee, and to other agencies having jurisdiction, on a phase by phase basis in accordance with the approved site development master plan, and all regulations of the City of Dover governing the approval of site plans as set forth in subsection 2.4 and 2.5. IV. PARKING SUMMARY The parking requirement for a school building is based on a rate one parking space per eight (8) seats in the main auditorium, cafeteria, or gymnasium. Based on a seat count of 1600 in the gymnasium, the Middle Schools building would require 200 parking spaces. The plan appears to show a total of 294 parking spaces including handicapped accessible spaces and 28 bus parking spaces. The existing parking lot along the entrance drive (near wetland mitigation site) will be removed with the reconfiguration of the entrance drive realignment and site circulation plan. At the front of the Middle Schools building is a one-way drive loop with thirty-three (33) parking spaces. The east side of the building is the bus parking area (28 buses) where the pavement will also be striped for event parking to provide 118 spaces. The main parking lot of 245 spaces is found on the west side of the school to serve the building as well as the nearby athletic fields area. Loading Spaces Institutional buildings such as school buildings require loading spaces at rate of one space per 10,000 SF and one space per each additional 25,000 SF. For buildings in excess of 150,000 S.F.,

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 4 loading spaces are required to provide three loading spaces. The plan shows a loading dock area on the north side of the building presumably near the cafeteria facility portion of the building to satisfy this requirement. Bicycle Parking The site is required to provide bicycle parking. The bicycle parking calculation is one for every twenty parking spaces. Based on the 200 parking spaces specifically required for this new building, at least ten (10) bicycle parking spaces are required for the project. There is a total of fifteen (15) bicycle parking locations found on the south (main entrance), east side of the building (near bus parking), and west side of the building. V. SITE CONSIDERATIONS Adjacent to Silver Lake This property is adjacent to Silver Lake along its northern property line. As such, the Zoning Ordinance, Article 5 §11.251 requires that the application be reviewed by the Silver Lake Commission. This section code deals with scenic resources. Silver Lake, as a water body, requires a 100-foot setback for development. This is shown on the plan. The Silver Lake Commission reviewed the project at their Meeting of May 7, 2020 making a recommendation for approval of the project design. Wetland Areas The property includes several wetland areas. The first is a wetland mitigation pond area previously established at the northeast corner of Pat Lynn Drive and Woodcrest Drive as part of mitigation for other activities (associated with improvements near Fairview Elementary School). It is a part of system of stormwater management. The area is enclosed with a chain-link fence system. This wetland pond area is federally regulated by the U.S. Army Corps; see attached Exhibit Letter of April 28, 2020. This Site Plan does not propose any changes to this wetland mitigation pond area. The existing parking lot to its north will be removed with the school project and a segment of the entrance drive to the north is relocated. The second is a wetland area (wooded area with two water prongs) to the east of the entrance drive near existing tennis courts (to be removed) area that leads east to a portion of Silver Lake. Per the Zoning Ordinance, if the wetland area is over 0.25 acres in size then a 100-foot setback is required. There are some proposed improvements to the stormwater piping system that outfalls into this wetlands area. Special Flood Hazard Areas Portions of the northern boundary of the site adjacent to Silver Lake are within the Special Flood Hazard Area (100-year floodplain/ 1% annual chance of flood). This information is shown on the FEMA FIRM Panel #10001C0xxxx effective date May 5, 2003. The Zoning Ordinance, Article 5 §11.21 requires that flood hazard areas (100-year floodplain) remain as open natural areas with no impervious surfaces. Currently, these areas are wooded areas adjacent to Silver Lake and no site improvements are proposed in that area. Per the Landscape Plan, there will be additional trees plantings along the existing woodland edge and grass areas before the athletic fields (softball and baseball).

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 5 Access The main entrance to the site is along Pat Lynn Drive (named by City Council Resolution adopted April 10, 1995) which intersects Walker Road at a signalized intersection. Pat Lynn Drive has a divided by a median area until a break for the intersection with Woodcrest Drive which travels west into the adjacent Woodcrest residential neighborhood. The entrance drive continues north towards the schools building then provided access to the bus drop-off (event parking area) on the east, a front entrance loop, and a parking lot on the west. Sidewalks/Pedestrian Circulation Sidewalks are required along all street frontages. The plan shows existing sidewalk along Walker Road and then construction of a new connecting sidewalk along the east side of Pat Lynn Drive and the entrance drive leading to near the Middle Schools building. The new sidewalk system crosses the entrance drive and continues to surround the schools building on sides while also connecting to a pathway system leading to the athletic fields area. There is also any existing sidewalk on the south side of Woodcrest Drive which continues south on the west side of Pat Lynn Drive to Walker Road. All existing sidewalks must be evaluated for compliance with City standards (Zoning Ordinance, Article 5 §18). The existing sidewalks along Walker Road, the southern segment of Pat Lynn Drive and Woodcrest Drive do not follow the format of including a grass strip between the curb and sidewalk; however, no site improvements are planned in these areas. There is also an existing pathway that connects to the school property from the Woodcrest neighborhood about in the middle of the east segment of Schoolhouse Lane. Once on the school property, a new sidewalk with link this pathway to the site’s sidewalk system near the parking lot and the west side of the schools building. Lighting Article 5 §7.1 stipulates that lighting shall provide no less than 1.5 foot-candles at grade. Light shall also be deflected away from adjacent residential areas and shall not be distracting to traffic on adjacent roads. Light poles are shown in islands of the parking lot and along the entrance drive. Dumpsters The institutional buildings are required to have two (2) dumpster pads based on the size of the institutional building at a rate of two per the first 80,000 SF with one required for each additional 40,000 S.F. Thus, it requires five dumpsters for this schools building in Phase 1. With future building additions, it would require an additional dumpster. The Plan indicates the placement of two trash compactors in the loading dock area with an additional area reserved for future dumpster placement (2) on the rear of the building for future potential use. Curbing Waiver Request: Partial Elimination of Upright Curbing The upright curbing for parking lots and drive aisles is required the requirements of Article 6 Section 3.6(b) of the Zoning Ordinance. This curb type appears to be utilized throughout the project area. There is likely depressed curbing located at the necessary access points to the wide pathway sidewalks at the rear of the building. The City Planner can consider requests to eliminate curbing when there is a demonstrated need related to stormwater management.

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 6 Removal of Tennis Courts The Middle School project plan includes the removal of the existing tennis courts in order to accommodate the relocation of the entrance drive and circulation pattern for the new school building and parking areas. The area will also be planted with trees for additional buffering of the adjacent wetland area. The Tennis Courts have been identified as a Federal LWCF (Land & Water Conservation Fund) project (LWCF Project #10-00102); see attached Exhibit Diagram Map. There are options to allow for conversion of the protected areas and to serve as mitigation of the removal of the tennis courts. Additional coordination with DNREC Parks & Recreation Staff and their federal partners is necessary to ensure an appropriate public outdoor recreation use is developed as mitigation. VI. BUILDING ARCHITECTURE Conceptual Renderings and Elevation Drawings were submitted for the New Middle Schools Building. The building is proposed as a two-story building in a modern aesthetic and general U- shape footprint with central internal courtyard area. Each building elevation includes windows and a series of changes in the wall plane by section and other projections with changes in materials. The building includes the exterior finishes of brick masonry, a standing seam metal panel system, aluminum curtain wall systems with glass wall & windows areas, and precast concert panels (under windows). There are aluminum architectural roof equipment louver screen systems on the flat/low-slope roof systems. The entrance faces south and is inset from the building wings on the east and west which also include entrances. The south entrance elevation is a large aluminum curtain wall system with vertical emphasis for central entry segment of the building connecting the classroom wings. It also includes a canopy covering the front walkway area at the entrance. VII. TREE PLANTING AND LANDSCAPE PLAN The submitted plan includes the Landscaping approach for the overall project. Zoning Ordinance, Article 5, Section 16.62 offers the option of the applicant defining a “Development Area” within the overall property for the purpose of tree planting calculations. Working with Planning Staff, the applicant has established a “Development Area” for the project. As shown on Exhibit Plan Sheet L-001 (red line) and Landscape Plan (dash grey line), the area begins at the point of reconfiguration of the entrance drive and extends north to Silver Lake through the schools building & parking lot areas and the athletic fields with the exception of the existing stadium with track & field area. With the tree planting requirement of one tree per 3,000 SF of Development Area, the Development Area of 1,584,982 S.F. includes some woodland areas to remain and once those areas are subtracted it requires 456 new trees. The existing woodland areas adjacent to Silver Lake and near the wetland areas (near Tennis Courts) will remain. The Landscape Plan is providing a mixture of trees to provide a total of 696 trees on the site and within the opaque buffer areas. Planting of deciduous, evergreen, and ornamental trees are proposed at the edges of existing woodlands, along the entrance drive, along property boundaries, and around athletic fields. Opaque Barrier Screening is required wherever a non-residential use abuts a residential use. This screening must consist of an opaque barrier (a fence, wall, or berm) at least six feet in height, accompanied by

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 7 landscaping (Zoning Ordinance, Article 5 §7.2). This Opaque Barrier requirement applies to the east side of the property for the segment adjacent to the townhouse development of Senators Lake. This Opaque Barrier requirement also applies to the west side of the property adjacent to the Woodcrest neighborhood. The plan as submitted by the applicant indicates the placement of a fence in these areas and tree plantings of evergreen trees with some intermixed deciduous trees. 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) A Response Letter to the PLUS Review Comments was submitted as required to the City and the Office of State Planning Coordination as a follow-up to receipt of the PLUS Review Comment Letter of April 23, 2020. 2) Due to the site’s adjacency to Silver Lake, the Application was reviewed by the Silver Lake Commission at their Meeting on May 7, 2020. The Silver Lake Commission is to provide a report to the Planning Commission. 3) For removal of the tennis courts, an appropriate public outdoor recreation use must be approved and developed. The Tennis Courts are identified as a Federal LWCF (Land & Water Conservation Fund) project (LWCF Project #10-00102). There are options to allow for conversion of this protected area. Additional coordination with DNREC Parks & Recreation Staff and their federal partners is necessary to achieve approval for conversion. 4) Upright curbing shall be provided in accordance with the Zoning Ordinance. A waiver may be granted by the City Planner if necessary, for stormwater management. An initial request was made with this Master Plan submission and additional specific area requests may also be identified with the Administrative Site Plan submissions for future phases. 5) A separate Record Plan sheet must be submitted to show parcel consolidations, all right-of- way dedications, any easements, or other items affecting the property lines. a. Clarify the property line that cross the entrance drive near east wetlands area (shown on Sheet C-101 and others). If a property line, a parcel consolidation can be completed by the Record Plan. 6) Clarify the location of the right-of-way for Pat Lynn Drive and show its extent on the Plan. Contact the Department of Public Works for information. 7) Cover Sheet: a. Data Column: i) List Floor Area Ratio (FAR) for the project. b. Label the 100’ Wetlands Buffer from Silver Lake as also the Waterbody Buffer. Update on all plan sheets. c. Indicate right-of-way for Pat Lynn Drive. d. Add notes for any waivers or conditions acted upon by the Planning Commission.

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 8 8) Sheets C-102 and C-103 – Existing Conditions: a. A Demolition Permit will be required for the demolition of any existing buildings that will be removed with this project i.e. Maintenance building. b. Clarify status of gate in fence line adjacent to Lands of Dover Health Care Associates, Inc. (nursing home facility). 9) Sheets C-201 series (Site Plan): a. Identify width of all sidewalks and pathways. b. Add separate Signage and Striping Plan to identify all traffic control signage, parking signage, bollards, and pavement markings. c. Show cross-walk and accessibility ramps at Walker Road intersection. d. Depict location of right-of-way for Pat Lynn Drive. e. Ensure accessibility ramps provided for sidewalks near handicapped parking spaces and at intersections of sidewalks with parking and drive aisles. i) Add path/sidewalk connection to basketball court from athletic fields pathway. f. Check west parking lot counts as center section has 32 rather than 33 spaces. Update any labels and tallies as necessary. g. Identify any protection netting systems for athletic practice fields. h. Add traffic control signage and striping at the intersection of Pat Lynn Drive and Woodcrest Drive and site entrance drive. 10) Sheet L-001 series (Landscape Plan): a. A Development Area (for tree planting purposes) has been shown on the Landscape Plan and confirm Tree Density Worksheet reflects the area and calculation data correctly. Add line legend key for Development Area line. b. Ensure tree planting locations and landscaping maintain the required spacing distances or access provisions from utility lines, fire hydrants, etc. i) Check plantings near stormwater outfall pipe to Silver Lake. ii) Check west side of parking lot and islands within west parking lot. c. Identify which existing trees will be removed versus preserved by showing placement location of the tree protection measures. Clarify on plan drawing like the Existing Conditions Plan series. d. Check tree count of Eastern Red Cedars and Kousa Dogwoods. e. Landscape Note #19: Any tree substitutions must also be approved by the Planning Office. f. Clarify what surface (grass or mulch) will be utilized for parking lot islands. 11) Please provide the required site element and utility details. 12) A system of bollards, etc. appears to be necessary to limit non-authorized use of the wide pathway/sidewalk areas, especially at the rear of the building and in the vicinity of the athletic fields. Consult with Fire Marshal’s Office on format. 13) All signage must comply with Sign Regulations of the Zoning Ordinance and is subject to a separate Sign Permit Application. Signs are subject to a separate review and approval process in the City of Dover.

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 9 14) Any Erosion & Sediment Control Plans and Stormwater Management Plans granted approval by 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. 15) The Final Plan set must include notes documenting any action taken by the Planning Commission and must list any additional conditions of approval. IX. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES: In accordance with the Zoning Ordinance, Article 10 §2.2, the Planning Commission in considering and acting upon Site Development Plans may prescribe appropriate conditions and safeguards so that the public health, safety, and welfare, the comfort and convenience of the public in general, and the residents of the immediate neighborhood in particular shall be taken into consideration. These safeguards may to the maximum extent possible further the expressed intent of the Zoning Ordinance and the accomplishment of several objectives in particular listed in subsections 2.21 to 2.28. 1) Recommendation on Waiver Request: a. Partial Elimination of Curbing – Staff grants approval of the waiver request to relax upright curbing requirements in select areas related to stormwater management facilities where sheet flow of water into areas such as swales may be necessary. 2) Loading Spaces: In accordance with Article 10 subsections 2.21 and 2.27 and the loading space requirements of Article 6, Section 4, Staff recommends approval that requirement for three loading spaces required of this building project can be sufficiently serviced by the loading dock area located on the north elevation of the building. This finding is based on the uses and functions of the school building. 3) Adjacent to Silver Lake: This site is adjacent to Silver Lake and as proposed appears to maintain the existing conditions (a wooded area) along the Lake’s edge and respects the required 100 feet buffer from the water body. There is a stormwater system outfall pipe into the Silver Lake. The Silver Lake Commission reviewed this Application at a Virtual Meeting on May 7, 2020 and will provide any comments or recommendations for consideration. 4) Entrance Drive/Site Access: Evaluate with the City’s Department of Public Works, the intersection of Woodcrest Drive and Pat Lynn Drive for any street improvements to better define the intersection, traffic control measures (signage and striping), the turning movements, and pedestrian amenities of sidewalks, crosswalks, etc. There were a series of recommendations provided by DelDOT in the PLUS Review Letter. See the Department of Public Works comments for recommended traffic control measures. 5) Pedestrian Connections: In accordance with Article 10 subsection 2.21 related to safety and convenience of vehicular, transit, bicycle, and pedestrian traffic, Staff recommends the following related to pedestrian access: a. Staff recommends acceptance of the existing sidewalks (without the grass strip) found

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 10 in the general vicinity of Pat Lynn Drive at Walker Road. However, the project should ensure the site entrance drive includes the required accessibility ramps and pedestrian crosswalk markings to maintain a viable pedestrian connectivity. This includes the intersection at Walker Road and the intersection with Woodcrest Drive. b. Ensure pathway from Woodcrest neighborhood is in good repair as associated with any agreements related to its maintenance. c. Provide several locations for bicycle parking as the new building and site improvements has multiple approaches. The design of the site improvements may also provide opportunities for covered bicycle parking as well. Other agencies may recommend additional conditions and safeguards in accordance with their areas of expertise. The Recommended Additional Considerations to Meet Code Objectives may be accepted or rejected by the Planning Commission. X. ADVISORY COMMENTS TO THE APPLICANT: 1) The Planning Commission should act upon any requests for waivers as part of any motion regarding this project application, or as a separate motion as necessary. Note: All waivers are at the discretion of the Planning Commission. The Commission may approve or deny waiver requests. 2) The project site access via Pat Lynn Drive connects to the signalized intersection at Walker Road, a State maintained road. The project will need to coordinate with DelDOT to satisfy their requirements. 3) If major changes and revisions to the Site Master Plan occur in the finalization of the Plan, contact the Planning Office. Examples include reorientation of the building, relocation of site components like stormwater management areas, and increases in floor area count. These changes may require resubmittal for review by the Development Advisory Committee, Planning Commission, or other agencies and commissions making recommendations in regards to the plan. 4) In the event that there are changes to the architecture, building footprint, layout or square footage of the building contact the Planning Office. These changes may require review by the Planning Commission. 5) Other agencies and departments which participate in the Development Advisory Committee may provide additional comments related to their areas of expertise and code requirements. 6) Following Planning Commission approval of the Site Development Master Plan, the Plan must be revised to document all conditions of approval from the Development Advisory Committee or as otherwise noted. This process involves submission of Check Prints in order to achieve Final Plan approval; the finalization of the Master Plan and the Site Plan for Phase 1 can be achieved together. Then the Site Plan of each construction phase/project area (Phases 2-4) must be submitted for Administrative Site Plan Review

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive DAC Report of May 6, 2020 Page 11 by the Planning Office and other agencies. Zoning Ordinance, Article 10 §2.44 (D) sets forth the construction timing in relation to approvals. Article 10 §2.44 (D) Expiration of planning commission approval. For projects which are reviewed and approved by the planning commission as conceptual master plans, approval of the conceptual master plan shall remain valid for a period not to exceed five years from the date of planning commission approval, provided that the authorized construction or use has commenced within two years of approval and is proceeding toward completion. In addition, the time between the completion of one phase and the initiation of the next phase shall not exceed a period of two years. 7) For building new construction, the requirements of the building code and the fire code must be complied with. Consult with the Chief Building Inspector and City of Dover Fire Marshal for these requirements. The resolution of these items may impact the site design including such items as building dimensions and height, building openings, and fire protection needs, etc. 8) The applicant/developer shall be aware that prior to any ground disturbing activities on the site the appropriate Site Plan approvals, Pre-Construction meetings, site inspections and permits are required. 9) Construction may have an effect on the adjacent property owners and visitors. Any work requiring the closing or rerouting of residents or visitors should be coordinated as to offer the least amount of inconvenience. 10) The applicant shall be aware that Plan approval does not represent a Sign Permit, nor does it convey permission to place any sign on the premises. Any proposed site or building identification sign may require a Sign Permit from the City of Dover prior to placement of any such sign in accordance with Zoning Ordinance Article 5 §4. 11) The applicant shall be aware that Plan approval does not represent a Building Permit and associated construction activity permits. A separate application process is required for issuance of a Building Permit from the City of Dover. 12) Public occupancies operating in the City of Dover are required to obtain a City of Dover Public Occupancy Permit from the City Fire’s Marshal Office/Licensing and Permitting Division. If you have any questions or need to discuss any of the above comments, please call the above contact person and the Planning Department as soon as possible.

CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: APRIL 29, 2020 APPLICATION: New Dover Middle Schools at 1 Pat Lynne Drive; Master Plan FILE #: S-20-02 REVIEWING AGENCY: City of Dover Electric and Water / Wastewater Departments CONTACT PERSON: Paul Waddell - Electric Jason A. Lyon, P.E. – Water / Wastewater CONTACT PHONE #: ELECTRIC - 302-736-7070 WATER / WASTEWATER – 302-736-7025 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. Owner is responsible for locating all existing underground facilities to include electric, water and gas. 2. Owner is responsible for site and/or street lighting. 3. 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. 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. 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 Public Works specifications and requirements. c. The site contractor shall contact the City of Dover Public Works Construction Manager at (302) 736-7025 prior to the start of construction. A representative from the City of Dover Department of Public Works 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

New Dover Middle School at 1 Pat Lynn Drive; Master Plan File #: S-20-02 April 1, 2020 Page 2 of 4 holes must be performed by the contractor to determine the best tapping location. The City of Dover will not be held responsible for field conditions requiring adjustment of the tapping location or for any work required by the contractor to make an appropriate and lawful connection. 3. The size, type, and location of all proposed and existing water lines and valves must be shown on the plan. 4. Water usage projections (peak demand or plumbing fixtures) must be submitted to our office to correctly determine the size of the domestic and irrigation (if applicable) water meter for the proposed building. These projections must be submitted prior to approval so the meter size can be placed on the final site plan. The proposed water meter must be installed in a pit per City of Dover requirements and manufacturer’s recommendations. Also, a dual check valve is required downstream of the meter. 5. The domestic service, fire main connection and valves must be clearly shown for each building. A valve must be installed at the tee to isolate combined fire and domestic water service to the building from the water loop. Typically this valve is installed at the tee or an acceptable distance from the building. A valve must be provided on the domestic water service, which must be tapped off of the combined eight-inch (8”) fire/domestic service outside of the building. The domestic water tap and valve should be as close to the building as possible. Typically, the domestic tap and valve are located within five feet (5’) to ten feet (10’) of the building. A blow up detail of this layout is recommended. 6. Provide a construction detail for the proposed restraining system for the fire main located within the buildings. The Department of Public Works will test and inspect all fire mains to a blind flange located inside the buildings. The blind flange with tap is used for hydrostatic pressure testing (200 psi for two (2) hours) and dechlorination. The flange must be restrained in the direction of the pipe entering the facility. A pipe entering horizontally through a wall sleeve shall be restrained with rods through the wall. A pipe entering vertically through a slab shall be restrained through the floor to the ninety degree (90) bend and thrust block. All rods shall be a minimum of ¾” all thread. All pipes through walls and slabs must be Class 52 cement lined ductile iron pipe. Confirm particulars to meet this requirement with mechanical designer. 7. Each proposed fire hydrant shall have a valve on the hydrant lead. The valve shall be a minimum of fifteen feet (15’) away from the hydrant. 8. Each water tap shall be made with a Powerseal Tapping Sleeve and Valve model 3490AS. 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 Public Works 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. Any projected future flow requirement must be clearly identified.

New Dover Middle School at 1 Pat Lynn Drive; Master Plan File #: S-20-02 April 1, 2020 Page 3 of 4 6. Sizing (flow) calculations must be submitted for all sanitary sewer laterals (other than for single-family dwellings) showing that velocity and all other requirements are met. 7. The minimum size of all sanitary sewer laterals shall be six-inch (6”). 8. 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. GENERAL 1. The final site plan must be submitted in a digital format compatible with AutoCAD 2010 (.dwg format) and Adobe Reader (.pdf format). 2. Please depict which utilities will be privately maintained. 3. Clearly depict which utilities will be abandoned as part of this project. 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: http://www.cityofdover.com/departments/electric/documents/. WATER / WASTEWATER / GENERAL 1. None ADVISORY COMMENTS TO THE APPLICANT ELECTRIC 1. City of Dover will need proposed load sheets to validate current electrical equipment is adequate. Load sheets can be found on the at the following location: https://evogov.s3.amazonaws.com/media/27/media/13110.pdf 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 Public Works 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 for this proposed site plan. 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, the sanitary sewer system plans may be required to be submitted to the DNREC, Division of Water Resources, Surface Water Discharges Section for review and approval. The owner/developer is responsible for providing all application fees, completed forms and plan sets directly to DNREC. 3. Wastewater impact fees will be required for this proposed site plan.

New Dover Middle School at 1 Pat Lynn Drive; Master Plan File #: S-20-02 April 1, 2020 Page 4 of 4 4. 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. GENERAL 1. 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. 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 .

CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY APPLICANT D.A.C. MEETING DATE: MAY 6, 2020 APPLICATION: New Dover Middle Schools at 1 Pat Lynn Drive: Master Plan FILE #: S-20-02 REVIEWING AGENCY: City of Dover Public Works Department CONTACT PERSON: Sharon J. Duca, P.E. CONTACT PHONE #: 302-736-7025 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 STORMWATER 1. Final site plan approval will not be granted until a copy of the approved Stormwater/Erosion and Sediment Control Plan from DNREC 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. At the Regular Meeting of City Council held on December 13, 1965, City Council accepted the street, utilities and street lighting as constructed by the Dover School District for the new high school north of Walker Road. The area consists of the street, now known as Pat Lynn Drive, northward from Walker Road to the northern line of the extension of Woodcrest Drive and the extension of Woodcrest Drive westward to the property line of the Dover School District. The plan set must be modified accordingly. 2. By resolution of City Council on April 10, 1995, the roadway leading to Dover High School from Walker Road became known as Pat Lynn Drive. The plan set must be modified accordingly. SANITATION 1. None. GENERAL 1. The final site plan must be submitted in the following compatible digital formats: a. AutoCAD 2004 (.dwg format). b. Adobe Reader (.pdf format). RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES STORMWATER 1. None.

New Dover Middle Schools at 1 Pat Lynn Drive: Master Plan File #: S-20-02 May 6, 2020 Page 2 of 2 STREETS 1. As part DelDOT’s PLUS comments, it was recommended that the northwest corner of the intersection be regraded, the existing substandard guardrail be removed, the sidewalk on the north side of Woodcrest Drive be extended to Pat Lynn Drive and an ADA compliant crosswalk be installed at Pat Lynn Drive. In order for this to work, regrading would be required at the southern end of the wetlands mitigation area. As such work is not permitted, it is recommended that no changes be made to the northwest corner of the intersection and that the existing guardrail remain intact. 2. DelDOT recommends that the intersection of Woodcrest Drive and Pat Lynn Drive be better defined. a. Rather than physically extending the median island in Woodcrest Drive the Department of Public Works will be able to install a painted island extension, which would provide the intended guidance, in conjunction with the project. The Department will also install a stop sign and stop bar at Woodcrest Drive at the southwest corner of the intersection, in conjunction with the project. b. The applicant shall install a stop sign and stop bar at Pat Lynn Drive at the northwest corner of the intersection. This, as well as the stop sign in 2(a) above, will help better define traffic movements at the intersection. SANITATION 1. None. GENERAL 1. None. ADVISORY COMMENTS TO THE APPLICANT STORMWATER 1. None. STREETS 1. None. SANITATION 1. As a non-residential use, and due to the size of the proposed use, sanitation services must be provided by a private hauler. GENERAL 1. As a wetlands mitigation area, the wetlands located adjacent to Pat Lynn Drive may not be filled in. 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. 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 .

C F S-20-02 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: 04/01/20 (canceled) D S O H APPLICATION: New Dover Middle Schools at 1 Pat Lynn Drive V A E L FILE #: S-20-02 REVIEWING AGENCY: City of Dover, Office of the Fire Marshal R CONTACT PERSON: Jason Osika, Fire Marshal PHONE #: (302) 736-4457 THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY, AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY’S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESS BY THE APPLICANT: CITY AND STATE CODE REQUIREMENTS: 1. Proposed occupancy classification is educational. 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. (2015 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3) 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. (2015 Delaware State Fire Prevention Regulations, 705, Chapter 5, 6.3.2) 4. Perimeter access shall be N/A and clearly shown on the plans. Perimeter Access minimum width shall be 15 feet measured from the face of the building at grade with a maximum slope of ten percent (10%). Plantings and utility services (includes condenser units, transformers, etc.) shall be permitted within the perimeter access, and shall not interfere with emergency services fire ground operations. If a physical barrier (fence, pond, steep slope, etc) prevents access, that portion of the building perimeter shall not be included in the calculation of Percent of Perimeter Access. (2015 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3) 5. Fire lanes shall cover 50% 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.

(2015 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. (2015 Delaware State Fire Prevention Regulations, 705, Chapter 5, 6.4.1) 7. All Fire Lanes shall be marked as follows: both the inner and outer edges of the fire lane shall be marked, where curbs are present, the top and face of the curb shall be painted yellow, where no curbs are present, a four inch (4”) solid yellow demarcation line shall mark the edge(s) of the fire lane. (2015 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. (2015 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. (2015 Delaware State Fire Prevention Regulations, 705, Chapter 5, 6.8) 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 VI, 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 Any dead-end road more than 300 feet in length shall be provided with a turnaround or cul-de- sac as outlined in the 2015 Delaware State Fire Prevention Regulations 705, chapter 5, 2.3. 13. Speed Reduction Devices must be approved, please see City of Dover Ordinance Chapter 98-10 in reference to this process. 14. 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. (2015 Delaware State Fire Prevention Regulations 705, Chapter 5, 2.6) 15. 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. (2015 Delaware State Fire Prevention Regulations, 705, Chapter 6, 2) The owner is responsible if the hydrant is private. 16. 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.

(2015 Delaware State Fire Prevention Regulations 703, Chapter 3. 4) The owner is responsible if the hydrant is private. 17. 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) 18. 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 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) 19. 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. 20. 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) 21. Fire Department Connection to be located within 300 feet of fire hydrant, measured as hose would come off the fire equipment. 22. 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. 23. 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. (2015 Delaware State Fire Prevention Regulations, 705, Chapter 6, 3) 24. 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. (2015 Delaware State Fire Prevention Regulations 702, Chapter 4, 2) 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) 25. 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) 26. 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,

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) 27. 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. (2015 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 28. 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. 29. All new passenger elevators in a building shall be provided with a car sized to accommodate an ambulance cot 24 inches (609 mm) by 84 inches (2133 mm) in its horizontal open position. Where two or more new passenger elevators are located in a single hoist way and serve all or the same portion of the building, only one elevator car that provides a car sized to accommodate an ambulance cot 24 inches by 84 inches in its horizontal position for each hoist way shall be required. Elevator cars required to comply with 15.1 or 15.2 shall be identified by the international symbol for emergency medical services (star of life). The symbol shall be not less than 3 inches (76 mm) in height and shall be placed inside on both sides of the hoist way door frame. Firefighter recall keys shall be provided in a manner acceptable to the local fire department. (2015 Delaware State Fire Prevention Regulations 705, Chapter 1, 15)

30. Buildings over 25,000 Sq. Ft are to have radio performance testing done by Delaware State Communications prior to Final CO. This must be scheduled in advance with Delaware State Communications. 31. Project to be completed per approved Site Plan. 32. Full building and fire plan review is required. 33. 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. 34. Construction or renovations cannot be started until building plans are approved. 35. 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. 36. Building cannot be occupied by the public until a Certificate of Occupancy is obtained. ADDITIONAL / SPECIFIC REQUIREMENTS TO OBTAIN APPROVAL: 1. Please confirm how many stories the building will be and the square footage of each floor (above comments could change based on this information) 2. Please show where the Fire Lanes will be located and ensure that they follow item # 5 listed above 3. Please confirm that the rear access road will be constructed to hold the weight of fire apparatus. 4. Please ensure that the front fire hydrant is within 300’ of the FDC as outlined in item # 21 listed above. Currently it appears to be over 300’ as hose would come off emergency apparatus. 5. Please provide the width of the outer drive area near the event parking (East side). 6. Please confirm that the turnaround at the rear of the building by the bus parking meets the proper turnaround requirements of the DE State Fire Prevention Regulations. 7. Please provide the width of the exit area in the parking lot. 8. The Phase 2 walking trail will need to be an access roadway. 9. The existing fire hydrant at the Northeast corner of the building and the one on Pat Lynn Drive need to remain in place along with the two fire hydrants shown on the site plan (front of building and Northwest corner of the building). 10. Identify each “side” of the school (left and right side) 11. This is a large area building, please refer to 2015 DE State Fire Prevention Regulations 702, 4.0. Notes: Phase 1 is 238,500 ft2 middle schools building Phase 2 is two 2,300 ft2 buildings at the existing football field Phase 3 is a 19,500 ft2 building addition (on Phase 1 building) Phase 4 is two 8,800 ft2 building additions (on Phase 1 building) APPLICABLE CODES LISTED BELOW (NOT LIMITED TO): 2015 NFPA 1 Fire Code (NFPA; National Fire Protection Association) 2015 NFPA 101 Life Safety Code (NFPA; National Fire Protection Association)

2013 NFPA 72 National Fire Alarm and Signaling Code (NFPA; National Fire Protection Association) 2013 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 2015 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.

CITY OF DOVER D E DEVELOPMENT ADVISORY COMMITTEE L APPLICATION REVIEW COMMENTARY D O D.A.C. MEETING DATE: April 29, 2020 T =============================================================== APPLICATION: New Dover Middle School (1 Pat Lynn Drive) FILE#: S-20-02 REVIEWING AGENCY: DelDOT CONTACT PERSON: Joshua Schwartz PHONE#: 302-760-2768 =============================================================== 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 issued PLUS comments to the Office of State Planning. The plan shall comply with these comments 2. Please schedule a pre-submittal meeting with DelDOT to discuss the project 3. At a minimum a Letter of No Objection will be required for this project.

CITY OF DOVER Dover/Kent DEVELOPMENT ADVISORY COMMITTEE County Metropolitan APPLICATION REVIEW COMMENTARY Planning D.A.C. MEETING DATE: 4-29-2020 Organization APPLICATION: New Dover Middle Schools at 1 Pat Lynn Drive: Master Plan FILE #: S-20-02 REVIEWING AGENCY: Dover/Kent County MPO CONTACT PERSON: Jim Galvin, AICP PHONE #: (302) 387-6030 The MPO requested the opportunity to bring the recommendations on issues of our concern to the City of Dover. The MPO will limit comments to projects to development proposals and applications that may lead to new development. Issues of concern to the MPO are effective transit, reducing the amount of vehicle emissions by shortening or eliminating trips, and facilities for alternative modes of transportation, including bicycle and pedestrian access. The MPO considers the bicycle facilities required by the City of Dover to be the standard for all applications, not to be waived. City of Dover Planning Commission 5-18-2020 Project Review S-20-02 New Dover Middle School at 1 Pat Lynn Drive: Master Plan This Master Plan has all the elements the MPO might comment on if missing. There are sidewalks along the street frontages and interior to the site to provide adequate access. There are bicycle facilities considered in the plan to accommodate student and staff riders. My understanding is that the School District received comments from the Delaware Transit Corporation (DART) at the PLUS meeting. The MPO will inform DTC staff that the plan is before the City of Dover Planning Commission to allow them continued coordination of transit service 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.

DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL DIVISION OF WATERSHED STEWARDSHIP CONSERVATION PROGRAMS ENTERPRISE BUSINESS PARK PHONE: (302) 739-9921 SECTION 285 BEISER BOULEVARD, SUITE 102 FAX: (302) 739-6724 D OVER, D ELAWARE 19904 MEMORANDUM TO: Dawn Melson Williams City of Dover Planning Office FROM: Elaine Z. Webb, P.E. DNREC Sediment and Stormwater Program DATE: April 7, 2020 SUBJECT: S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive: Master Plan CC: Gregory V. Moore, P.E., Becker Morgan Group Jamie Rutherford, Program Manager II, Sediment and Stormwater Program DNREC Sediment and Stormwater Program has reviewed the master plan provided with the DAC agenda and offers the following comments: 1. A Sediment and Stormwater Management Plan must be approved by DNREC Sediment and Stormwater Program prior to any land disturbance taking place on site. The Sediment and Stormwater Program has a three-step plan approval process. The first step is to compile and submit the Stormwater Assessment Study prior to scheduling a project application meeting. 2. A Notice of Intent (NOI) for Stormwater Discharges Associated with Construction Activity must be secured prior to plan approval. The NOI application is an online system and the NOI fee is $195 and is assessed annually until construction is complete and the project is closed out. 3. Because this was a previously developed site and the DNREC Sediment and Stormwater Program has documented the previous impervious on the site through the 2014 former Dover High School demolition plan, this site will be reviewed as redevelopment for the areas that were previously impervious. Resource Protection Event (RPv) requirements, for the most part, will be based upon section 5.6.2.4 of the Delaware Sediment and Stormwater Regulations, which applies to redevelopment on sites that did not have stormwater management systems previously. Generally, the redevelopment project will be required to employ stormwater management measures to achieve an equivalent 15% reduction in effective impervious on the site. Conveyance (Cv, 10-year storm) and Flooding (Fv, 100-year storm) events will need to be managed on site. If you should have any questions, please do not hesitate to contact me at (302) 739-9921 or Elaine.Webb@delaware.gov.

S-20-02 New Dover Middle Schools at 1 Pat Lynn Drive: Master Plan EXHIBIT SET The Development Advisory Committee (DAC) Report & Comments is provided for Application S-20-02. The following Exhibits are provided as associated with this Application S-20-02 1. Waiver Request: Partial Elimination of Curbing 2. PLUS (Preliminary Land Use Services) Review #2020-03-04 Letter dated April 23, 2020 from Office of State Planning Coordination 3. PLUS Review #2020-03-04 - Response Letter dated May 5, 2020 from Applicant 4. Site Correspondence Items Summary Email dated April 28, 2020 from Applicant with Attachments a. US Army Corps Letter (on Former Dover High School Wetland Site) dated April 28, 2020 b. Diagram Map from DNREC: LWCF Project #10-00102 location map (Tennis Courts area) c. Landscape Plan with Development Area (red line) 5. Exterior Views (Building Architecture) 6. Master Site Development Plan Set Public Comments (to date 5/7/2020): 7. Email from Councilman Anderson with Attachment a. Woodcrest’s Petition 2018

1 WAIVER REQUEST CAPITAL SCHOOL DISTRICT – NEW MIDDLE SCHOOLS CURBING WAIVER REQUEST: We are proposing a partial curbing waiver for portions of the campus parking or drive area. EXTENT OF THE REQUEST: By code, all permanent parking areas shall be enclosed with upright concrete curbing at least six (6) inches in height. The project is requesting a partial curbing waiver for portions of the project in order to facilitate sheet flow OF stormwater runoff from paved areas to continue its current drainage pattern into pervious grassed and landscaped area surrounding the proposed site ultimately to the proposed and existing stormwater areas. BASIS FOR REQUEST: Article 6, section 3.6 of the City of Dover zoning code states that the city planner may relax this requirement for a portion of a parking area when there is a demonstrated need to convey stormwater to a proposed or approved stormwater management area. While the full stormwater management design is not finalized, we are requesting that a partial waiver be granted for the project, limits of which can be determined by planning staff. 201918000ah-parking-waiver.doc

2 Surn on DnuwnRB Exncuuvn Dep,rRtnanNr Onnrcn on Srarn Pr-aNNrNc CoonorN,luoN April23,2020 John Falkowski Becker Morgan Group 309 S. Govemors Ave. Dover, DE 19904 RE: PLUS Review 2020-03-04; New Dover Middle School Dear John, Thank you for meeting with State agency planners on March 25,2020 to discuss the proposed plans for the New Dover Middle School. According to the information received you are seeking review of a proposal for a 238,359 square foot school on 44.71acres along Walker Road in Dover Please note that changes to the plan, other than those suggested in this letter, could result in additional comments from the State. Additionally, these comments reflect only issues that are the responsibility of the agencies represented at the meeting. The developers will also need to comply with any Federal, State and local regulations regarding this property. We also note that as the City of Dover is the governing authority over this land, the developers will need to comply with any and all regulations/restrictions set forth by the County and Town. Code Reouirem ents/Asencv Permittins Requirements: Office of State Coordination - Contact Edeell739-3090 Strategies for State Policies and Spending o This project is located in Investment Level 1 according to the Strategies for State Policies and Spending. Investment Level 1 reflects areas that are already developed in an urban or suburban fashion, where infrastructure is existing or readily available, and where future redevelopment or infill projects are expected and encouraged by State policy. School construction is supported in Investment Level l. L22 Martin Luther King Jr. Blvd. South - Haslet Armory . Third Floor . Dover, DE 1"990L Phone (302)739-3090 . Fax (302) 739-566L. www. stateplanning.delaware.gov

PLUS review 2020-03-04 Page2 of9 Denartment of Transnortation - Bill Brockenbroush 7 60-2109 a The site access is on Patrick Lynn Drive, a City-maintained street. Therefore, a DeIDOT entrance plan is not required. However, the site does have frontage on Walker Road (Kent Road 70) and DeIDOT anticipates that the City of Dover will require the school district to obtain aLetter of No Objection to Recordation (LONOR) from DeIDOT as a condition for final plan approval. o Pursuant to Section P.3 of the Manual, a Pre-Submittal Meeting is required before plans are submitted for review. o Section P.5 of the Manual addresses fees that are assessed for the review of development proposals. DeIDOT anticipates collecting the Initial Stage Fee when the record plan is submitted for review. a Per Section 2.2.2.I of the Manual, Traffic Impact Studies (TIS) are warranted for developments generating more than 500 vehicle trip ends per day or 50 vehicle trip ends per hour in any hour of the day. The PLUS application states that the proposed school would generate 3,408 trips per day based on the school having 1,600 students. DeIDOT confirms that number and further finds that928 of those trips would be generated during the morning peak hour. Both of those numbers meet the above warrants. a The purpose of a TIS is to determine what off-site transportation improvements are needed to support the subject development. As the table below shows, the proposed development would generate similar traffic to the high school that previously occupied this address. For that reason, DeIDOT finds that a TIS is not necessary for the proposed school. Development Students Weekday AM Peak Hour PM Peak Hour High School 1,800 3.6s4 936 252 Middle School 1,600 3,408 928 272 Change -200 -246 8 +20 a Tax parcel maps and DeIDOT's maintenance records show the block of Patrick Lynn Drive between Walker Road and Woodcrest Drive as a City-maintained public street. The plan accompanying the PLUS application does not show that right-of-way. In accordance with Chapter 3 of the Manual, the plan should be revised to show the right-of- way and who maintains it. a As necessary, in accordance with Section 3.2.5 and Figure 3.2.5-aof the Manual, DeIDOT will require dedication of rightof-way along the site's frontage on Walker Road. By this regulation, this dedication is to provide a minimum of 40 feet of right-of- way from the physical centerline of the road. The following right-of-way dedication note is required, "An X-foot wide right-of-way is hereby dedicated to the State of

PLUS review 2020-03-04 Page 3 of9 Delaware, as per this plat." The existing righrof-way appears to be sufficient based on the tax parcel maps but not based on the plan accompanying the PLUS application. In accordance with Section 3.2.5.1.2 of the Manual, DeIDOT will require the establishment of a l5-foot wide permanent easement across the property frontage on Walker Road. The location of the easement shall be outside the limits of the ultimate righrof-way. The easement area can be used as part of the open space calculation for the site. The following note is required, "A l5-foot wide permanent easement is hereby established for the State of Delaware, as per this plat." a Section 3.5.4.2 of the Development Coordination Manual addresses requirements for Shared Use Paths and sidewalks. For projects in Level I and2lnvestment Areas, installation of paths or sidewalks along the frontage on State-maintained roads is required. DeIDOT anticipates requiring a sidewalk along Walker Road. Preliminarily, the existing sidewalk is acceptable in this regard. a In accordance with 3.5.5 of the Manual, existing and proposed transit stops shall be shown on the Record Plan with applicable bicycle and pedestrian connectivity. These facilities may include passenger shelters, bicycle parking, landing pads, bus pull-offs, walkways to the transit stop location, or some combination thereof, as required by DTC or DelDOT, in consultation with the applicable land use authority. o DART First State Bus Routes 101 (Walker Road) and ll2 (DelTech/West Dover) travel Walker Road past this site. DeIDOT anticipates DTC requiring the placement of an 8-foot by 12-foot Type 2 shelter pad, 130 feet east of the Stop bar on westbound Walker Road. a DeIDOT has three recommendations to the School District and the City regarding the intersection of Patrick Lynn Drive and Woodcrest Drive: o For liability reasons, DeIDOT recommends regrading the northwest corner of the intersection and eliminating the existing substandard guardrail. DeIDOT recommends that the intersection be better defined, to provide more guidance to the driver and better safety for pedestrians. One specific action that would help in this regard would be extending the median island on Woodcrest Drive out closer to Patrick Lynn Drive. (J To provide a more direct path between the end of the existing sidewalk on the north side of Woodcrest Drive to the existing sidewalk on the east side of Patrick Lynn Drive, and better pedestrian safety, DeIDOT recommends extending the sidewalk on Woodcrest Drive out to Patrick Lynn Drive and constructing an ADA-compliant crosswalk there. From the discussion at the PLUS meeting,

PLUS review 2020-03-04 Page 4 of 9 DelDor understands that the District expects virtually all walkers from Woodcrest to use the path located at about 895 Schoolhouse Lane to access the school, rather than the sidewalk along Patrick Lynn Drive. To the extent that expectation is correct, this recommendation is less important. o Because the left tum lanes on Walker Road serving Patrick Lynn Drive and Fairview Elementary School are relatively short and are located back to back, DelDor recommends that the District adjust their start times as necessary so that the capacity of both lanes is available to both schools when it is needed. From the discussion at the PLUS meeting, DeIDOT understands that the elementary and middle schools have, and will continue to have different start times, such that no adjustment is needed. I)enartment Natural Resources and ental Control - tact Michael Tholstrup 735-3352 Protected Recreation Area o Portions of the site were purchased or developed with Outdoor Recreation, Parks, and Trails (ORPT) Program or Federal Land and Water Conservation Fund (LWCF) Program assistance and are protected for public outdoor recreation or conseryation purposes in perpetuity. The proposal indicates that the area sunounding the tennis courts may be utilized as a roadway. If so, this use would require further coordination with the DNREC Division of Parks and Recreation for the plans as they relate to the area suffounding the existing tennis courts. This change may require a conversion through LWCF. Recommendation: o Please contact Bill Miller with the DNREC Division of Parks and Recreation, at (302) 739-9240 or bill.miller@,delaware.gov. The ORPT Program was formerly known as the Delaware Land and Water Conservation Trust Fund or the "DTF Program." Municipal Separate Storm Sewer System (MS4) Permittee o The proposed Dover Middle School will be within the limits of the City of Dover Phase II MS4 Permit. Therefore, pre- and post-construction must be compliant with the MS4 permit. From a surface water perspective, the 100-foot buffer and the two stormwater areas that are being proposed should mitigate the stormwater that will run-off from the newly proposed impervious areas before potentially discharging to Silver Lake. Stormwater Management o A detailed sediment and stormwater plan will be required prior to any land disturbing activity taking place on the site. The plan review and approval as well as construction inspection will be coordinated through the DNREC Division of Soil and Water Conservation Sediment and Stormwater Program. Contact Elaine Webb with the Sediment and Stormwater Program at (302) 739-9921, for details regarding submittal requirements and fees. It is strongly recommended that you schedule a pre-application meeting with the Sediment and Stormwater Section to discuss the sediment and erosion

PLUS review 2020-03-04 Page 5 of9 control and stormwater management components of the plan. The site topography, soils mapping, pre and post development runoff, and proposed method(s) and location(s) of stormwater management should be brought to the meeting for discussion. Natural Areas o A portion of the project is located within the Fork Branch Natural Area and is listed on the State Registry of Natural Areas. The site plan, as submitted, appears to avoid development within the mapped Natural Area, which extends north from the northem border of the parcel, however this environmental feature should be considered for continued conservation/preservation if the plan changes or additional future development is proposed. a A "natural area" as defined by the law is ar.area of land or water, or of both land and water, whether in public or private ownership, which either retains or has reestablished its natural character (although it need not be undisturbed), or has unusual flora or fauna, or has biotic, geological, scenic or archaeological features ofscientific or educational value. Recommendation o Impacts to natural areas should be avoided, if possible. For additional information about natural areas, please contact Jennifer Holmes with the DNREC Division of Parks and Recreation, Office of Nature Preserves: (302)739-9239 or Jennifer.Holmes@ delaware. gov. Wetland and Subaqueous Lands o Portions ofthe project parcel, at the southeast corner near the tennis courts and at the northwest corner, are likely to contain state regulated wetlands based on a review of aerial photographs, Statewide Wetlands Mapping Project (SWMP) maps, Soil Surveys and USGS topographic maps. o An on-site inspection by a representative of the Wetlands and Subaqueous Lands Section or a qualified soil scientist (Delaware licensed Class-D soil scientist), before commencing any construction activities environmental, is recommended to determine the limits ofjurisdictional wetlands. State regulated wetlands are those wetlands identified on the State's official State Regulated Wetland Maps. o For information pertaining to the delineation of tidal wetlands, contact the State of Delaware's Wetlands and Subaqueous Lands section at (302) 739-9943 or find further information online: https://dnrec.alpha.delaware.gov/water/wetlands- subaqueous/. A list of licensed soil scientists can be obtained from the DNREC Groundwater Discharges Branch at (302) 739-9947. Total Maximum Daily Load (TMDL) and excess nutrients o The project is in the greater Delaware River and Bay drainage, specifically within the St. Jones River watershed, which has an established Total Maximum Daily Load (TMDL).

PLUS review 2020-03-04 Page 6 of9 A TMDL is the maximum level of pollution allowed for a given pollutant below which a "water quality limited waterbody" can assimilate and still meet State water quality standards to the extent necessary to support use goals such as, swimming, fishing, drinking water and shell fish harvesting. The TMDL for the St. Jones River watershed calls for a 40 percent reduction in nitrogen and phosphorus from baseline conditions. The TMDL also calls for a 90 percent reduction in bacteria from baseline conditions. The specific TMDL nutrient and bacterial load reductions for the St. Jones River watershed can be viewed in the following web link: http:/hwvw.dnrec.delaware.gov/swc/walPages/WatershedAssessmentTMDls.aspx a In the St. Jones River watershed, a multifaceted and comprehensive process known as a pollution control strategy (PCS) has been developed to enable such reductions. Specifically, a PCS is a combination of best management practices and control technologies that reduce nutrient and bacterial pollutant runoff loading in waters of a given watershed. The PCS for the St. Jones River watershed consists of recommendations from the following four areas: agriculture, land preservation (open space), stormwater, and wastewater. A Pollution Control Strategy (PCS) to achieve the required TMDL nutrient and bacterial load reduction requirements has been established for the St. Jones River watershed. Additional information about St. Jones River PCS is available from the follow web link: Recommendations: I In further support of the PCS, the applicant is also strongly urged to reduce nutrient and bacterial pollutants through voluntary commitment to the implementation of the following: o Maintain as much of the existing forest cover and open space as possible in this parcel. DNREC further suggests additional native tree, shrub and/or native herbaceous vegetation plantings in available open space, wherever possible. o Maintain the proposed 1OO-foot wetlands buffer, planted with native vegetation. o Employ green-technology storm water management and a rain gardens (in lieu of open-water management structures) to mitigate or reduce nutrient and bacterial pollutant runoff. If open-water stormwater management is selected for use, they should be employed for the management of stormwater, not for the creation of additional pond acreage to enhance property/aesthetic values. a) Make use of pervious paving materials to help reduce the amount of water and pollutant runoff draining to adjoining streams and wetlands. Since much of the proposed project area may contain a significant amount of imperviously paved

PLUS review 2020-03-04 PageT of9 area designated for parking, reducing impervious through use of pervious paving materials would help mitigate impacts to water quality. Assess nutrient and bacterial pollutant loading at the preliminary project design phase. To this end, the Watershed Assessment Section has developed a methodology known as the "Nutrient Load Assessment protocol." The protocol is a tool used to assess changes in nutrient loading (e.g., nitrogen and phosphorus) resulting from the conversion of individual or combined land parcels to a changed or different land use; thus providing applicants and governmental entities with quantitative information about the project's impact(s) on baseline water quality and help them design and implement the most environmentally-effective strategies. Alternatively, the applicant/developer may substitute the land-use loading rate model and report developed by the Chesapeake Bay program as the primary model to quantitatively assess nutrient loading from this project. The link for Chesapeake Bay model report with land use loading rates is as follows: Stormwater Pond Buffers o DNREC reviewers recommend planting the area surrounding stormwater ponds with a mix of native wildflower plantings (in accordance with the Sediment and Stormwater Plan approval agency requirements) to deter waterfowl from taking up residence in the stormwater ponds. In addition to deterring nuisance waterfowl, the native wildflower mix will also serve to attract bees, butterflies, and other pollinators, and reduce run-off, which can contain oil and other pollutants. DNREC's botanist, Bill McAvoy, would gladly assist in drafting a list of plants suitable for this site. Bill can be contacted at (302) 735-8668 or William.McA ware.gov Low Impact & Sustainable Development Recommendations o The applicant should consider the use of recycled materials, such as reclaimed asphalt pavement, to reduce landfill waste, heat island effects on paved surfaces, and pavement costs. a Use efficient Energy Star rated products and materials in construction and redevelopment to lessen the power source emissions of the project and costs. Every percentage of energy efficiency translates into a percent reduction in pollution. Renewable energy infrastructure such as solar or geothermal will further reduce pollution created from offsite generation. Energy efficiency upgrades for your project may be eligible for funding through the Division of Climate, Coastal, & Energy (www.de.gov/greenen , www.de.gov/eei0. a Install electric vehicle charging infrastructure, or electric vehicle ready homes, to assist Delaware in achieving its clean transportation goals. The Division of Climate, Coastal, & Energy offers incentives for clean transportation (electric vehicle charging). These

PLUS review 2020-03-04 Page 8 of9 programs address climate change goals of reducing greenhouse gas emissions and improving overall air quality (www.0e.goVcteantrans . a Planting native trees will help clean the air of localized pollutants, replenish oxygen, and cut down on residential energy/cooling needs. a Use of structural paint coatings that are low in Volatile Organic Compounds will help protect air quality. State Historic Preservation - Contact Carlton lIall736-7404 a There are no know archaeological sites or known National Register listed or eligible properties on the parcel. a However, there is medium potential for prehistoric archaeological sites, but low potential for historic archaeological sites to be present. Most of the parcel was an agricultural field until the school was built in the late sixties. o While there are no sites on the parcel, there are two prehistoric sites within 500 meters on similar terrain. The southern part of the parcel doesn't concern SHPO too much and looks like it's been disturbed from the first school building. o The northern part of the parcel where the ball fields are currently located are of main concern a Even though Silver Lake is a reservoir from a dam built in the early 1900s,the 1737 Eastburn map shows the same water source near o'Dover Town" up from Little Creek. a If the wooded area is staying wooded like the application says and there's minimum ground disturbance around that wetland buffer, DNREC advises caution while working If there are plans for substantial ground disturbance or excavation for the softball held, DNREC would advise you to consult an archaeology firm. a If any project or development proceeds, the developer should be aware of the Unmarked Human Burials and Human Skeletal Remains Law. (Del. C. Title 7, Ch. 54). a If there is federal involvement, in the form of licenses, perrnits, or funds, the federal agency, often through its client, is responsible for complying with Section 106 of the National Historic Preservation Act (36 CFR 800) and must consider their project's effects on any known or potential cultural or historic resources. For further information on the Section 106 process please review the Advisory Council on Historic Preservation's website at: www.achp.gov

PLUS review 2020-03-04 Page 9 of9 o If there are any questions, inquiries, or concerns, feel free to contact the Delaware State Historic Preservation Offi ce for assistan ce at 302-7 3 6-7 400. Delaware it Cornoration - Contact: .Iared 576-6062 A near-side 8'xl2' type 2 shelter pad placed 130' from the stop bar on westbound Walker Rd. is suggested. O DTC suggests increasing the number of bicycle parking and a bicycle repair station to encourage the use of non-motorized travel, especially for students Following receipt of this letter and upon filing of an application with the local jurisdiction, the applicant shall provide to the local jurisdiction and the Office of State Planning Coordination a written response to comments received as a result of the pre-application process' noting whether comments were incorporated into the project design or not and the reason therefore. Thank you for the opportunity to review this project. If you have any questions, please contact me at 302-739-3090. Sincerely, d '=hJu {--*i-:-- Constance C. Holland, AICP Director, Offrce of State Planning Coordination Enclosure cc: City of Dover James Pennewell, Department of Education

3 May 5, 2020 Constance C. Holland, AICP State of Delaware Planning and Coordination PLANNING OUR Haslet Armory – Third Floor CLIENTS’ SUCCESS 122 William Penn Street Dover, DE 19901 RE: PLUS Review 2020-03-04 - Response Letter NEW DOVER MIDDLE SCHOOLS Dover, Delaware BMG Project No.: 2019180.00 Dear Ms. Holland: Below you will find the required responses to your PLUS comment letter dated April 23, 2020 in reference to the proposed New Dover Middle Schools complex to be located off Patrick Lynn Drive in Dover, DE. Each State comment is listed with the associated response in italics below. Code Requirements/Agency Permitting Requirements: Office of State Planning Coordination – Contact David Edgell 739-3090 Strategies for State Policies and Spending • This project is located in Investment Level 1 according to the Strategies for State Policies and Spending. Investment Level 1 reflects areas that are already developed in an urban or suburban fashion, where infrastructure is existing or readily available, and where future redevelopment or infill projects are expected and encouraged by State policy. School construction is supported in Investment Level 1. Department of Transportation – Contact Bill Brockenbrough 760-2109 BECKER MORGAN GROUP, INC. • The site access is on Patrick Lynn Drive, a City-maintained street. Therefore, a DelDOT A RCHITECTURE & ENGINEERING entrance plan is not required. However, the site does have frontage on Walker Road 309 SOUTH GOVERNORS AVENUE (Kent Road 70) and DelDOT anticipates that the City of Dover will require the school DOVER, DELAWARE 19904 district to obtain a Letter of No Objection to Recordation (LONOR) from DelDOT as a 302.734.7950 condition for final plan approval. FAX 302.734.7965 Response: Noted. Applicant will seek a Letter of No Objection from DelDOT. RITTENHOUSE STATION 250 SOUTH MAIN STREET, SUITE 109 • Pursuant to Section P.3 of the Manual, a Pre-Submittal Meeting is required before plans NEWARK, DELAWARE 19711 302.369.3700 are submitted for review. Response: Noted. PORT EXCHANGE 312 WEST MAIN STREET, SUITE 300 SALISBURY, MARYLAND 21801 • Section P.5 of the Manual addresses fees that are assessed for the review of development 410.546.9100 proposals. DelDOT anticipates collecting the Initial Stage Fee when the record plan is FAX 410.546.5824 submitted for review. A RCHITECTURE & P LANNING Response: Noted. 3333 JAECKLE DRIVE, SUITE 120 WILMINGTON, NORTH CAROLINA 28403 • Per Section 2.2.2.1 of the Manual, Traffic Impact Studies (TIS) are warranted for 910.341.7600 developments generating more than 500 vehicle trip ends per day or 50 vehicle trip ends FAX 910.341.7506 per hour in any hour of the day. The PLUS application states that the proposed school www.beckermorgan.com would generate 3,408 trips per day based on the school having 1,600 students. DelDOT

January 22, 2019 Destiny Christian Center Addition Page 2 of 9 confirms that number and further finds that 928 of those trips would be generated during the morning peak hour. Both of those numbers meet the above warrants. • The purpose of a TIS is to determine what off-site transportation improvements are needed to support the subject development. As the table below shows, the proposed development would generate similar traffic to the high school that previously occupied this address. For that reason, DelDOT finds that a TIS is not necessary for the proposed school. Development Students Weekday AM Peak PM Peak Hour Hour High School 1,800 3,654 936 252 Middle School 1,600 3,408 928 272 Change -200 -246 -8 +20 Response: Noted. A TIS is not required for this project. • Tax parcel maps and DelDOT’s maintenance records show the block of Patrick Lynn Drive between Walker Road and Woodcrest Drive as a City-maintained public street. The plan accompanying the PLUS application does not show that right-of-way. Response: Noted. The City of Dover Public Works Dept. has indicated that City Council accepted the street, utilities and site lighting at a meeting held on December 13, 1965 although no deed, record plan or available records were found at the Recorder of Deeds office. We will clarify the limits of the right-of-way and modify the plan accordingly. • As necessary, in accordance with Section 3.2.5 and Figure 3.2.5-a of the Manual, DelDOT will require dedication of right-of-way along the site’s frontage on Walker Road. By this regulation, this dedication is to provide a minimum of 40 feet of right-of- way from the physical centerline of the road. The following right-of-way dedication note is required, “An X-foot wide right-of-way is hereby dedicated to the State of Delaware, as per this plat.” The existing right-of-way appears to be sufficient based on the tax parcel maps but not based on the plan accompanying the PLUS application. Response: Our records indicate that 30 ft. of right-of-way is currently available along the Walker Rd. parcel frontage. If correct, it is our intention to dedicate and additional 10 ft. of right-of-way as part of the LONOR process • In accordance with Section 3.2.5.1.2 of the Manual, DelDOT will require the establishment of a 15-foot wide permanent easement across the property frontage on Walker Road. The location of the easement shall be outside the limits of the ultimate right-of-way. The easement area can be used as part of the open space calculation for the site. The following note is required, “A 15-foot wide permanent easement is hereby established for the State of Delaware, as per this plat.” Response: A permanent easement can be dedicated as part of the LONOR process. However, it is our understanding that this easement is for the purpose of providing pedestrian improvements (i.e. sidewalk or shared use path) within the easement. This parcel currently has sufficient pedestrian improvements along the frontage and therefore the easement should not be required. • Section 3.5.4.2 of the Development Coordination Manual addresses requirements for Shared Use Paths and sidewalks. For projects in Level 1 and 2 Investment Areas,

January 22, 2019 Destiny Christian Center Addition Page 3 of 9 installation of paths or sidewalks along the frontage on State-maintained roads is required. DelDOT anticipates requiring a sidewalk along Walker Road. Preliminarily, the existing sidewalk is acceptable in this regard. Response: Sidewalk currently exists along the parcel frontage and meets current ADA requirements, therefore we do not anticipate any additional sidewalk would be required for this project. • In accordance with 3.5.5 of the Manual, existing and proposed transit stops shall be shown on the Record Plan with applicable bicycle and pedestrian connectivity. These facilities may include passenger shelters, bicycle parking, landing pads, bus pull-offs, walkways to the transit stop location, or some combination thereof, as required by DTC or DelDOT, in consultation with the applicable land use authority. o DART First State Bus Routes 101 (Walker Road) and 112 (DelTech/West Dover) travel Walker Road past this site. DelDOT anticipates DTC requiring the placement of an 8-foot by 12-foot Type 2 shelter pad, 130 feet east of the Stop bar on westbound Walker Road. Response: Noted. An 8’x12’ shelter pad will be provided on the Administrative Site Plans for construction. In addition, the City code required bicycle parking spaces have been shown on the plans along with adequate pedestrian connectivity throughout. • DelDOT has three recommendations to the School District and the City regarding the intersection of Patrick Lynn Drive and Woodcrest Drive: o For liability reasons, DelDOT recommends regrading the northwest corner of the intersection and eliminating the existing substandard guardrail. Response: The guardrail can be removed, however no additional grading can be performed in this area, as it is a federally regulated and protected wetland mitigation area. A letter from the US Army Corps has issued the applicant a letter stating that no grading or fill can occur in this area. o DelDOT recommends that the intersection be better defined, to provide more guidance to the driver and better safety for pedestrians. One specific action that would help in this regard would be extending the median island on Woodcrest Drive out closer to Patrick Lynn Drive. Response: Noted. As Pat Lynn Drive is a City owned and maintained street, the City Public Works Dept. has indicated that they concur with DelDOT’s recommendation, however they would only require that the median island is extended via pavement striping, not concrete curbing. We will add the striping and this improvement will be reviewed by the City of Dover through the Site Plan process. This improvement will not be reviewed and or approved by DelDOT as it is a City Street. o To provide a more direct path between the end of the existing sidewalk on the north side of Woodcrest Drive to the existing sidewalk on the east side of Patrick Lynn Drive, and better pedestrian safety, DelDOT recommends extending the sidewalk on Woodcrest Drive out to Patrick Lynn Drive and constructing an ADA-compliant crosswalk there. From the discussion at the PLUS meeting, DelDOT understands that the District expects virtually all walkers from

January 22, 2019 Destiny Christian Center Addition Page 4 of 9 Woodcrest to use the path located at about 895 Schoolhouse Lane to access the school, rather than the sidewalk along Patrick Lynn Drive. To the extent that expectation is correct, this recommendation is less important. Response: Noted. As discussed during the PLUS meeting, the Woodcrest pedestrians seeking access to the new facility will likely utilize the internal subdivision connection provided and not traverse to the southern end of the site to access the facility located at the norther end. In addition, as previously mentioned above, this is a federal wetland area that would prohibit the filling of the area necessary for installation of sidewalk. Also note that there is existing sidewalk on the south side of Woodcrest Drive that will continue and be extended to the facility. • Because the left turn lanes on Walker Road serving Patrick Lynn Drive and Fairview Elementary School are relatively short and are located back to back, DelDOT recommends that the District adjust their start times as necessary so that the capacity of both lanes is available to both schools when it is needed. From the discussion at the PLUS meeting, DelDOT understands that the elementary and middle schools have, and will continue to have different start times, such that no adjustment is needed. Response: Noted. Timing can be staggered to accommodate the capacity of the lanes. Department of Natural Resources and Environmental Control – Contact Michael Tholstrup 735-3352 Protected Recreation Area • Portions of the site were purchased or developed with Outdoor Recreation, Parks, and Trails (ORPT) Program or Federal Land and Water Conservation Fund (LWCF) Program assistance and are protected for public outdoor recreation or conservation purposes in perpetuity. The proposal indicates that the area surrounding the tennis courts may be utilized as a roadway. If so, this use would require further coordination with the DNREC Division of Parks and Recreation for the plans as they relate to the area surrounding the existing tennis courts. This change may require a conversion through LWCF. Response: As discussed with Bill Miller following the PLUS meeting, it is our understanding that approximately 1 acre of recreation area was designated on this Site for construction of the tennis courts. Bill indicated that a conversion is possible, and viable options include designating this area elsewhere on site or on other Lands owned by the Capital School District. It is the applicant’s intention to utilize the conversion options to designate a new area for the recreation use. We will coordinate with DNREC to facilitate the conversion through LWCF. Recommendation: • Please contact Bill Miller with the DNREC Division of Parks and Recreation, at (302) 739-9240 or bill.miller@delaware.gov. The ORPT Program was formerly known as the Delaware Land and Water Conservation Trust Fund or the “DTF Program.” Municipal Separate Storm Sewer System (MS4) Permittee • The proposed Dover Middle School will be within the limits of the City of Dover Phase II MS4 Permit. Therefore, pre- and post-construction must be compliant with the MS4 permit. From a surface water perspective, the 100-foot buffer and the two stormwater areas that are being proposed should mitigate the stormwater that will run-off from the newly proposed impervious areas before potentially discharging to Silver Lake.

January 22, 2019 Destiny Christian Center Addition Page 5 of 9 Response: The applicant will coordinate with DNREC – Division of Watershed Stewardship, to comply with all applicable stormwater requirements including MS4 permit obligations. Stormwater Management • A detailed sediment and stormwater plan will be required prior to any land disturbing activity taking place on the site. The plan review and approval as well as construction inspection will be coordinated through the DNREC Division of Soil and Water Conservation Sediment and Stormwater Program. Contact Elaine Webb with the Sediment and Stormwater Program at (302) 739-9921, for details regarding submittal requirements and fees. It is strongly recommended that you schedule a pre-application meeting with the Sediment and Stormwater Section to discuss the sediment and erosion control and stormwater management components of the plan. The site topography, soils mapping, pre and post development runoff, and proposed method(s) and location(s) of stormwater management should be brought to the meeting for discussion. Response: The applicant has met with DNREC, Div. of Watershed Stewardship and Elaine Webb to discuss the project application. We will obtain approval through their Detailed Sediment and Stormwater Management Application process and provide all applicable requirements determined by their office. Natural Areas • A portion of the project is located within the Fork Branch Natural Area and is listed on the State Registry of Natural Areas. The site plan, as submitted, appears to avoid development within the mapped Natural Area, which extends north from the northern border of the parcel, however this environmental feature should be considered for continued conservation/preservation if the plan changes or additional future development is proposed. • A "natural area" as defined by the law is an area of land or water, or of both land and water, whether in public or private ownership, which either retains or has reestablished its natural character (although it need not be undisturbed), or has unusual flora or fauna, or has biotic, geological, scenic or archaeological features of scientific or educational value. Recommendation • Impacts to natural areas should be avoided, if possible. For additional information about natural areas, please contact Jennifer Holmes with the DNREC Division of Parks and Recreation, Office of Nature Preserves: (302)739-9239 or Jennifer.Holmes@delaware.gov. Response: Noted. Natural area disturbance is avoided with this development. Wetland and Subaqueous Lands • Portions of the project parcel, at the southeast corner near the tennis courts and at the northwest corner, are likely to contain state regulated wetlands based on a review of aerial photographs, Statewide Wetlands Mapping Project (SWMP) maps, Soil Surveys and USGS topographic maps. o An on-site inspection by a representative of the Wetlands and Subaqueous Lands Section or a qualified soil scientist (Delaware licensed Class-D soil scientist), before commencing any construction activities environmental, is recommended to determine the limits of jurisdictional wetlands. State regulated wetlands are those wetlands identified on the State’s official State Regulated Wetland Maps.

January 22, 2019 Destiny Christian Center Addition Page 6 of 9 o For information pertaining to the delineation of tidal wetlands, contact the State of Delaware’s Wetlands and Subaqueous Lands section at (302) 739-9943 or find further information online: https://dnrec.alpha.delaware.gov/water/wetlands- subaqueous/. A list of licensed soil scientists can be obtained from the DNREC Groundwater Discharges Branch at (302) 739-9947. Response: A wetland delineation was performed on this site in July 2019 by a licensed soil scientist with Watershed Eco, LLC. Total Maximum Daily Load (TMDL) and excess nutrients • The project is in the greater Delaware River and Bay drainage, specifically within the St. Jones River watershed, which has an established Total Maximum Daily Load (TMDL). A TMDL is the maximum level of pollution allowed for a given pollutant below which a “water quality limited waterbody” can assimilate and still meet State water quality standards to the extent necessary to support use goals such as, swimming, fishing, drinking water and shell fish harvesting. The TMDL for the St. Jones River watershed calls for a 40 percent reduction in nitrogen and phosphorus from baseline conditions. The TMDL also calls for a 90 percent reduction in bacteria from baseline conditions. The specific TMDL nutrient and bacterial load reductions for the St. Jones River watershed can be viewed in the following web link: http://www.dnrec.delaware.gov/swc/wa/Pages/WatershedAssessmentTMDLs.aspx • In the St. Jones River watershed, a multifaceted and comprehensive process known as a pollution control strategy (PCS) has been developed to enable such reductions. Specifically, a PCS is a combination of best management practices and control technologies that reduce nutrient and bacterial pollutant runoff loading in waters of a given watershed. The PCS for the St. Jones River watershed consists of recommendations from the following four areas: agriculture, land preservation (open space), stormwater, and wastewater. A Pollution Control Strategy (PCS) to achieve the required TMDL nutrient and bacterial load reduction requirements has been established for the St. Jones River watershed. Additional information about St. Jones River PCS is available from the follow web link: http://www.dnrec.delaware.gov/swc/wa/Pages/WatershedManagementPlans.aspx. Recommendations: • In further support of the PCS, the applicant is also strongly urged to reduce nutrient and bacterial pollutants through voluntary commitment to the implementation of the following: o Maintain as much of the existing forest cover and open space as possible in this parcel. DNREC further suggests additional native tree, shrub and/or native herbaceous vegetation plantings in available open space, wherever possible. Response: Noted. No existing woodland disturbance is anticipated o Maintain the proposed 100-foot wetlands buffer, planted with native vegetation. Response: Noted. The 100 foot wetland buffer is respected with this development . o Employ green-technology storm water management and a rain gardens (in lieu of open-water management structures) to mitigate or reduce nutrient and bacterial pollutant runoff. If open-water stormwater management is selected for use, they should be employed for the management of stormwater, not for the creation of additional pond acreage to enhance property/aesthetic values.

January 22, 2019 Destiny Christian Center Addition Page 7 of 9 Response: Noted. The applicant will seek approval of the Stormwater management design from the DNREC Division of Watershed Stewardship and will achieve compliance with all applicable current regulations. o Make use of pervious paving materials to help reduce the amount of water and pollutant runoff draining to adjoining streams and wetlands. Since much of the proposed project area may contain a significant amount of imperviously paved area designated for parking, reducing impervious through use of pervious paving materials would help mitigate impacts to water quality. Response: Noted. The applicant will seek approval of the Stormwater management design from the DNREC Division of Watershed Stewardship and will achieve compliance with all applicable current regulations. o Assess nutrient and bacterial pollutant loading at the preliminary project design phase. To this end, the Watershed Assessment Section has developed a methodology known as the “Nutrient Load Assessment protocol.” The protocol is a tool used to assess changes in nutrient loading (e.g., nitrogen and phosphorus) resulting from the conversion of individual or combined land parcels to a changed or different land use; thus providing applicants and governmental entities with quantitative information about the project’s impact(s) on baseline water quality and help them design and implement the most environmentally-effective strategies. Alternatively, the applicant/developer may substitute the land-use loading rate model and report developed by the Chesapeake Bay program as the primary model to quantitatively assess nutrient loading from this project. The link for Chesapeake Bay model report with land use loading rates is as follows: http://cast.chesapeakebay.net/Documentation/ModelDocumentation Response: Noted. Stormwater Pond Buffers • DNREC reviewers recommend planting the area surrounding stormwater ponds with a mix of native wildflower plantings (in accordance with the Sediment and Stormwater Plan approval agency requirements) to deter waterfowl from taking up residence in the stormwater ponds. In addition to deterring nuisance waterfowl, the native wildflower mix will also serve to attract bees, butterflies, and other pollinators, and reduce run-off, which can contain oil and other pollutants. DNREC's botanist, Bill McAvoy, would gladly assist in drafting a list of plants suitable for this site. Bill can be contacted at (302) 735-8668 or William.McAvoy@delaware.gov. Response: Noted. Any required stormwater areas will meet the landscaping requirements of the DNREC Div. of Watershed Stewardship. However, the City of Dover does have an approved plant and species list, in addition to these requirements and must be met. Low Impact & Sustainable Development Recommendations • The applicant should consider the use of recycled materials, such as reclaimed asphalt pavement, to reduce landfill waste, heat island effects on paved surfaces, and pavement costs. Response: Noted. The applicant will explore options available such as recycled aggregate as a substitute asphalt base course.

January 22, 2019 Destiny Christian Center Addition Page 8 of 9 • Use efficient Energy Star rated products and materials in construction and redevelopment to lessen the power source emissions of the project and costs. Every percentage of energy efficiency translates into a percent reduction in pollution. Renewable energy infrastructure such as solar or geothermal will further reduce pollution created from offsite generation. Energy efficiency upgrades for your project may be eligible for funding through the Division of Climate, Coastal, & Energy (www.de.gov/greenenergy, www.de.gov/eeif). Response: Noted. • Install electric vehicle charging infrastructure, or electric vehicle ready homes, to assist Delaware in achieving its clean transportation goals. The Division of Climate, Coastal, & Energy offers incentives for clean transportation (electric vehicle charging). These programs address climate change goals of reducing greenhouse gas emissions and improving overall air quality (www.de.gov/cleantransportation). Response: Noted. The applicant will research the availability of available grants and initiatives for electric charging stations. • Planting native trees will help clean the air of localized pollutants, replenish oxygen, and cut down on residential energy/cooling needs. Response: Noted. • Use of structural paint coatings that are low in Volatile Organic Compounds will help protect air quality. Response: Noted. State Historic Preservation Office – Contact Carlton Hall 736-7404 • There are no know archaeological sites or known National Register listed or eligible properties on the parcel. • However, there is medium potential for prehistoric archaeological sites, but low potential for historic archaeological sites to be present. Most of the parcel was an agricultural field until the school was built in the late sixties. • While there are no sites on the parcel, there are two prehistoric sites within 500 meters on similar terrain. The southern part of the parcel doesn’t concern SHPO too much and looks like it’s been disturbed from the first school building. • The northern part of the parcel where the ball fields are currently located are of main concern. • Even though Silver Lake is a reservoir from a dam built in the early 1900s, the 1737 Eastburn map shows the same water source near “Dover Town” up from Little Creek. • If the wooded area is staying wooded like the application says and there’s minimum ground disturbance around that wetland buffer, DNREC advises caution while working. If there are plans for substantial ground disturbance or excavation for the softball field, DNREC would advise you to consult an archaeology firm.

January 22, 2019 Destiny Christian Center Addition Page 9 of 9 • If any project or development proceeds, the developer should be aware of the Unmarked Human Burials and Human Skeletal Remains Law. (Del. C. Title 7, Ch. 54). • If there is federal involvement, in the form of licenses, permits, or funds, the federal agency, often through its client, is responsible for complying with Section 106 of the National Historic Preservation Act (36 CFR 800) and must consider their project’s effects on any known or potential cultural or historic resources. For further information on the Section 106 process please review the Advisory Council on Historic Preservation’s website at: www.achp.gov • If there are any questions, inquiries, or concerns, feel free to contact the Delaware State Historic Preservation Office for assistance at 302-736-7400. Response: Noted. The proposed plan does not anticipate any disturbance within the existing wetlands or woodlands. In addition, a 100 ft. buffer will be respected. Delaware Transit Corporation (DTC) – Contact: Jared Kauffman 576-6062 • A near-side 8’x12’ type 2 shelter pad placed 130’ from the stop bar on westbound Walker Rd. is suggested.. Response: Noted. An 8’x12’ shelter pad will be provided on the Administrative Site Plans for construction. • DTC suggests increasing the number of bicycle parking and a bicycle repair station to encourage the use of non-motorized travel, especially for students Response: Noted. It may not have been apparent, but fifteen (15) bicycle parking spaces are provided on the plans. The applicant will further analyze the existing use of bicycle spaces at their current facilities to determine if additional spaces would be needed. If you have any questions or require additional information, please contact me at 302-734-7950. Sincerely, BECKER MORGAN GROUP, INC. Jon S. Falkowski, P.E. Sr. Associate JSF/jsf Cc: Dan Shelton, Ed.D., Capital School District (dan.shelton@capital.k12.de.us) Gregory Moore, P.E., Becker Morgan Group, Inc. (gvmoore@beckermorgan.com) Dawn Melson-Williams, AICP, City of Dover (DMelson@dover.de.us) 201918000an-ltr-plus-reponse.docx

4 From: Jonathan S. Falkowski To: Melson-Williams, Dawn Cc: Shelton Dan; Hardin, Elliot (K12) Subject: Capital Middle Schools - Site Correspondence Items Date: Tuesday, April 28, 2020 3:57:46 PM Attachments: Former Dover High School Wetland Site.pdf OldDoverHS Apr2020draft.pdf 2019180-LSCAPE-DEV-AREA-L-001.pdf Good afternoon Dawn, I’d just like to summarize our conversation earlier on several items related to the project and provide you additional information/clarifications. 1. Attached is a letter from the US Army Corps related to the wetland mitigation pond on-site. The letter essentially states that there are two options to authorize filling of wetlands. A Nationwide Permit, which we are not eligible for and an Individual Permit, which we are also not eligible for. The individual permit requires that a purpose, other than a nuisance be demonstrated, which we do not have. 2. Bill Miller, DNREC Parks and Rec, has confirmed that the tennis court area was a Federal LWCF project (project # 10-00102) and the acreage is 1.046. See attached map. They do not have any documentation readily available to verify this agreement but says it is in storage and they will look for it. . The LWCF projects allow for conversion of the protected area. a. Option 1 is to revised the plan to keep the existing area available for public outdoor recreation use. FYI, we do not plan on using this option. b. Option 2 is to plan for 1.046 ac. of public outdoor recreation use elsewhere on the property. DNREC will contact the Federal Dept. of Interior for consultation and conversion. c. Option 3 is to replace the area elsewhere on another site. Potentially on other Lands owned by the Capital School District. The Federal Dept. of Interior will consult on this as option as well. This may be our intended option. Keep you posted. 3. As it relates to the Patrick Lynn drive right-of-way, our surveyor has checked for any deeds/easements/plats that would have dedicated this portion of the road and have found nothing. Not to say something might not be out there but we have researched thoroughly. If you have any records of agreements City or State please forward to us. If nothing exists, then possibly the City could request a cross access easement or similar be entered. 4. It is our understanding that you have contacted the Silver Lake Commission several times and continue to ping them for response. We would be happy to make a presentation to them regarding the proposed development. We have had a pre-application meeting with DNREC and intend to comply with all current State regulations related to stormwater and discharge to the Silver Lake Watershed. Please continue to press and let us know if there is anything we can do to help facilitate a meeting.

5. The attached Landscape sheet shows a red border depicting the Developable Area: 1,584,982 S.F. as listed in the Tree Density Worksheet. As discussed in our pre-application meeting, we subtracted out the existing track and field area with lines perpendicular to the parcel. Jon S. Falkowski, P.E. Sr. Associate | Civil Engineer BECKER MORGAN GROUP, INC. Delaware | Maryland | North Carolina Office: 302-734-7950 | Ext.: 227 jfalkowski@beckermorgan.com

4A DEPARTMENT OF THE ARMY PHILADELPHIA DISTRICT CORPS OF ENGINEERS WANAMAKER BUILDING, 100 PENN SQUARE EAST PHILADELPHIA, PENNSYLVANIA 19107-3390 Regulatory Branch Application Section I SUBJECT: Former Dover High School Wetland Site Location: Lat. 39.172632°N/Long. 75.539267°W Mr. Jonathan S. Falkowski Becker Morgan Group, Incorporated 309 South Governors Avenue Dover, Delaware 19904 Dear Mr. Falkowski: This letter is in regards to your request on behalf of the Capital School District regarding the former Dover High School wetland site and the United States Army Corps of Engineers (USACE) regulatory authority. A request was made for the USACE to provide technical assistance on options for the wetland site. The USACE provided clear guidance that included simple maintenance and options for filling in the wetland site. Neighboring property owners have deemed the wetland site a nuisance due to wildlife. As such, filling in the wetland site is preferred by the neighboring property owners. The following provides a brief overview of the USACE regulatory authority/process as it pertains to the wetland site. Section 404 of the Clean Water Act (33 U.S.C. 1344) authorizes the Secretary of the Army, acting through the Chief of Engineers, to issue permits, after notice and opportunity for public hearing, for the discharge of dredged or fill material into the waters of the United States at specified disposal sites (See 33 CFR Part 323). The selection and use of disposal sites will be in accordance with guidelines developed by the Administrator of EPA in conjunction with the Secretary of the Army and published in 40 CFR Part 230 (404(b)(1)) Guidelines for Specification of Disposal Sites for Dredged or Fill Material). In the case of the former Dover High School wetland site, 2 potential options are available to authorize the discharge of dredged and/or fill material into the wetland site-Nationwide Permits or an Individual Permit. Based on previous discussions, discharging dredged and/or fill material into the wetland site would not meet the terms and conditions of any of the existing Nationwide Permits. As such, the project would require review under an Individual Permit. This requires the preparation of an Environmental Assessment following Appendix B of 33 CFR 230 for documentation required by the National Environmental Policy Act (NEPA). In order for an Environmental Assessment to be completed, a Scope of Analysis needs to be established by demonstrating a purpose and need. The basic project purpose comprises the fundamental,

-2- essential or irreducible purpose of the proposed project and is used to determine if the project is water dependent as defined in 40 CFR 230.10(a)(3)(404(b)(1) guidelines). In accordance with the 404(b)(1) guidelines, no discharge of dredged or fill material shall be permitted if there is a practicable alternative to the proposed discharge which would have less adverse impact on the aquatic ecosystem, so long as the alternative does not have other significant adverse environmental consequences. Furthermore, no discharge of dredged or fill material shall be permitted which will cause or contribute to significant degradation of the waters of the United States. Findings of significant degradation related to the proposed discharge shall be based upon appropriate factual determinations, evaluations, and tests required by subparts B and G, after consideration of subparts C through F, with special emphasis on the persistence and permanence of the effects outlined in those subparts. Under these Guidelines, effects contributing to significant degradation considered individually or collectively, include: (1) Significantly adverse effects of the discharge of pollutants on human health or welfare, including but not limited to effects on municipal water supplies, plankton, fish, shellfish, wildlife, and special aquatic sites; (2) Significantly adverse effects of the discharge of pollutants on life stages of aquatic life and other wildlife dependent on aquatic ecosystems, including the transfer, concentration, and spread of pollutants or their byproducts outside of the disposal site through biological, physical, and chemical processes; (3) Significantly adverse effects of the discharge of pollutants on aquatic ecosystem diversity, productivity, and stability. Such effects may include, but are not limited to, loss of fish and wildlife habitat or loss of the capacity of a wetland to assimilate nutrients, purify water, or reduce wave energy; or (4) Significantly adverse effects of discharge of pollutants on recreational, aesthetic, and economic values. Additionally no discharge of dredged or fill material shall be permitted unless appropriate and practicable steps have been taken which will minimize potential adverse impacts of the discharge on the aquatic ecosystem. Based on current information presented for the former Dover High School wetland site, a need to fill the site, other than that of a nuisance, has not been established. As such, there is no purpose and a scope of analysis cannot be properly conducted to evaluate alternatives. If you have any questions or require additional information, contact Michael D. Yost by email at michael.d.yost@usace.army.mil or calling (267) 240-5278. Sincerely, Michael D. Yost Biologist, Regulatory Branch

Site of the old Dover High School DRAFT 4B Silver Lake LWCF Proj. # 10-00102 Legend LWCF Protected Areas Tax Parcels - Capital School Dist. 0 100 200 400 600 Feet 800 q Surdex Corp, 2017

24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 PLANT LIST GENERAL LANDSCAPE NOTES : 4C NOTE: 40" 24x36 WARNING SIGNS TO BE MADE OF DURABLE, 24x36 WEATHERPROOF MATERIAL. LETTERS TO BE THREE KEY SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS (3) INCHES HIGH MINIMUM, CLEARLY LEGIBLE AND 1. EXISTING TREES TO BE PRESERVED WILL BE MARKED WITH STAKING AND CONTINUOUS RIBBON OUTSIDE THE TREES DRIPLINE TO DELINEATE THE AREAS TO BE PROTECTED. THIS MARKING 4" 3" 4" 3" 4" NOTE: SPACED AS DETAILED. SIGNS SHALL BE PLACED AT CANOPY TREES DO NOT HEAVILY PRUNE THE TREE 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END TREE PROTECTION AREA WILL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION AND WILL REMAIN IN PLACE 18" 24x36 24x36 AT PLANTING. PRUNE ONLY OF LINEAR TREE PROTECTION AND 50' ON CENTER UNTIL THE FINAL LANDSCAPING IS INSTALLED. CROSSOVER LIMBS, CO-DOMINANT THERAFTER. FOR TREE PROTECTION AREAS LESS DO NOT ENTER AP 8 ACER RUBRUM "RED SUNSET" RED SUNSET MAPLE 2" CAL. B&B LEADERS, AND BROKEN OR DEAD THAN 200' IN PERIMETER, PROVIDE NO LESS THAN 2. ALL NEW TREES SHALL BE GUARANTEED TO SURVIVE FOR ONE FULL YEAR AFTER BRANCHES. SOME INTERIOR ONE SIGN PER PROTECTION AREA. ATTACH SIGNS AR 10 ACER RUBRUM "OCTOBER GLORY" OCTOBER GLORY RED MAPLE 2" CAL. B&B INSTALLATION (FULL COST). ALL STAKES AND GUYS SHALL BE REMOVED FROM TREES AND 24x36 TWIGS AND LATERAL BRANCHES SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN SITE AS EARLY AS THREE (3) MONTHS, BUT NO LONGER THAN ONE (1) YEAR AFTER PLANTING. 24x36 MAY BE PRUNED; HOWEVER, DO WARNING SIGN DETAIL TREE PROTECTION FENCE THROUGHOUT DURATION NOT REMOVE THE TERMINAL BUDS GB 15 GINGKO BILOBA GINGKO TREE 2" CAL. B&B 3. NO TREE SHALL BE PLANTED CLOSER THAN FIVE (5) FEET FROM ANY STRUCTURE OR BUILDING. OF PROJECT. 24x36 OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. GT 26 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER' 'SHADEMASTER' HONEYLOCUST 2" CAL. B&B 4. NO TREE SHALL BE PLANTED WITHIN TEN (10) FEET OF UNDERGROUND UTILITIES OR FIRE ARCH I T E C TURE 24x36 HYDRANTS. ENG I NE E R I NG TA 13 TRACIOUS AMERICANA 'AUTUMN PURPLE' AUTUMN PURPLE WHITE ASH 2" CAL. B&B 5. ONLY TREES THAT REACH A HEIGHT AND SIZE AT MATURITY OF SMALL TO MEDIUM SHALL BE 24x36 WARNING SIGN ORANGE, UV RESISTANT, PLANTED UNDER POWER LINES. Dover, DE 24x36 SET ROOT BALL 2" ABOVE CANVAS WEBBING OR HIGH TENSILE STRENGTH, TC 20 TILIA CORDATA 'GREENSPIRE' TILIA CORDATA 'GREENSPIRE' 2" CAL. B&B 309 S. Governors Ave. GRADE. REMOVE EXCESS PLASTIC HORTICULTURAL POLY BARRICADE FABRIC 6. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN SOIL ON TOP OF THE TAPE. DO NOT STRETCH. Dover, DE 19904 (TYPICAL) ACCORDANCE WITH THE CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF BALL, JUST EXPOSING QA 23 QUERCUS ALBA WHITE OAK 2" CAL. B&B NURSERYMEN "AMERICAN STANDARDS FOR Ph. 302.734.7950 24x36 THE ROOT FLARE. 8' MAX. NURSERY STOCK." Fax 302.734.7965 24x36 ZV 16 ZELKOVA SERRATA 'VILLAGE GREEN' VILLAGE GREEN ZELKOVA 2" CAL. B&B Salisbury, MD EVERGREEN TREES SHALL HAVE A FULL, WELL-BRANCHED, CONICAL FORM TYPICAL OF THE 24x36 ORNAMENTAL / FLOWERING TREES SPECIES. 312 West Main St. Suite 300 24x36 MULCH - PLACE 3" 2"x2" WOODEN LAYER OF SPECIFIED STAKES. DRIVE METAL Salisbury, MD 21801 POST ALL DECIDUOUS SHADE TREES SHALL BRANCH A MINIMUM OF 7'-0" ABOVE GROUND LEVEL. Ph. 410.546.9100 MULCH. DO NOT PLACE SECURELY INTO AJ 9 ACER PALMATUM JAPANESE MAPLE 1-½" CAL. B&B TREES SHALL BE PLANTED AND STAKED IN ACCORDANCE WITH THE DETAIL SHOWN. TREE PROTECTION AREA (TYPICAL) Fax 410.546.5824 IN CONTACT WITH TREE GROUND. 3 PER 24x36 TRUNK. KEEP MULCH TREE. PLANT MATERIALS DELIVERED TO THE SITE IN UNCOVERED TRUCKS WILL BE REJECTED. 24x36 WEEDED AND REPLACE 3'-0" DO NOT ENTER CF 13 CORNUS FLORIDA 'ALBA' WHITE FLOWERING DOGWOOD 1-½" CAL. B&B Wilmington, NC AS NEEDED. FINISHED UNACCEPTABLE PLANT MATERIALS: MATERIALS WHICH HAVE DAMAGED OR CROOKED 3333 Jaeckle Drive, Suite 120 GRADE FINISHED CK 26 CORNUS KOUSA KOUSA DOGWOOD 1-½" CAL. B&B LEADERS, DEFORMED GROWTH HABIT, ABRASIONS OF THE BARK, SUN SCALD, Wilmington, North Carolina 28403 24x36 GRADE WINDBURN, DISFIGURING NOT COMPLETELY CALLUSED WILL BE REJECTED. IN ADDITION, 24x36 Ph. 910.341.7600 CP 4 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1-½" CAL. B&B TREES HAVING THEIR CENTRAL LEADERS HEADED BACK WILL ALSO BE REJECTED. PLANTS Fax 910.341.7506 WITH LOOSE OR CRACKED ROOT BALL OR CONTAINERS WILL BE REJECTED. 24x36 MV 2 MAGNOLIA VIRGINIANA 'GLAUCA' MAGNOLIA VIRGINIANA 1-½" CAL. B&B www.beckermorgan.com 24x36 7. ALL PLANTS SHALL BE PLANTED IN TOPSOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACKFILLING PROGRESSES. NOTHING BUT SUITABLE TOPSOIL, FREE OF DRY SOD, STIFF CLAY, 2'-0" PK 9 PRUNUS SERRULATA 'KWANZAN' 'KWANZAN' CHERRY 1-½" CAL. B&B LITTER, STONES IN EXCESS OF ONE (1) INCH DIAMETER, ETC. SHALL BE USED FOR PLANTING. REMOVE TOP 1/3 OF BURLAP. SOIL MIXTURE - CONSISTING OF 24x36 CUT & REMOVE ALL STRAPPING, 1/4 HUMUS AND 3/4 TOPSOIL MULCH FOR PLANTING BEDS SHALL BE SHREDDED HARDWOOD BARK MULCH UNLESS 24x36 ROPES, AND WIRE CAGES. PO 8 PRUNUS CERASIFERA 'THUNDERCLOUD' PURPLE LEAF PLUM 1-½" CAL. B&B OTHERWISE SPECIFIED ON THE PLANS AND SHALL HAVE NO LEAVES, YOUNG GREEN GROWTH, BRANCHES, TWIGS, GREATER IN DIAMETER OF ½", WEEDS, SHAVINGS OR FOREIGN MATERIAL UNDISTURBED SOIL EVERGREEN TREES SUCH AS STONES, ETC. SHALL BE MIXED WITH THE MULCH. ALL SHRUB MASSES SHALL BE 24x36 PLANTED IN CONTINUOUS MULCHED BEDS WITH A LIGHTLY COMPACTED DEPTH OF THREE (3) 24x36 INCHES. ALL CONTAINER PLANTS ARE TO HAVE ROOTS CUT ON FOUR SIDES AND/ OR SPREAD AB 74 ABIES CONCOLOR WHITE FIR 6' - 8' B&B . N OUT IN NEW SOIL MIXTURE. DECIDUOUS TREE PLANTING DETAIL LINEAR TREE PROTECTION DETAIL 24x36 CL 55 CUPRESSOCYPARIS 'LEYLANDII' LEYLAND CYPRESS 6' - 8' B&B 8. ALL AREAS NOT STABILIZED IN PAVING OR PLANT MATERIALS SHOULD BE SEEDED AND 24x36 NO SCALE BMG NO. : L-01 NO SCALE BMG NO. : L-05 MULCHED. (SEE EROSION & SEDIMENT CONTROL PLAN AND NOTES.) TURF SET ROOT BALL 2" ABOVE CANVAS WEBBING OR JV 94 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6' - 8' B&B 9. LANDSCAPE BEDS NOT DEFINED BY CURBS, SIDEWALKS, WALLS OR OTHER STRUCTURES GRADE. REMOVE EXCESS PLASTIC HORTICULTURAL ALUMINUM EDGING TO BE SHALL BE ENCLOSED BY ALUMINUM EDGING UNLESS OTHERWISE INDICATED. 24x36 SOIL ON TOP OF THE TAPE. DO NOT STRETCH. NO MORE THAN 1/2" 24x36 BALL, JUST EXPOSING BED MEDIA PS C-PR-L-TREE-PS 123 PINUS STROBUS EASTERN WHITE PINE 6' - 8' B&B ABOVE FINISHED GRADE 10. AREAS DISTURBED BY LANDSCAPE OPERATIONS SHALL BE GRADED TO MATCH EXISTING THE ROOT FLARE. TOPSOIL AND SEED OR SOD AS REQUIRED. TO 148 THUJA OCCIDENTALIS 'SIGRA' AMERICAN ARBORVITAE 6' - 8' B&B 24x36 24x36 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND MAY MAKE MINOR ADJUSTMENTS IN SPACING AND/OR LOCATION OF PLANT MATERIALS. CONTACTOR TO VERIFY "AS BUILT" LOCATION OF ALL UTILITIES. 24x36 MULCH - PLACE 3" 2"x2" WOODEN TOTAL: 696 TREES 24x36 LAYER OF SPECIFIED STAKES. DRIVE 12. NO PLANT, EXCEPT GROUNDCOVERS, SHALL BE WITHIN THREE (3) FEET FROM SIDEWALKS. MULCH. DO NOT PLACE SECURELY INTO IN CONTACT WITH TREE GROUND. 3 PER 13. NO TREE SHALL BE PLANTED CLOSER THAN TEN (10) FEET FROM ANY STRUCTURE OR 24x36 TRUNK. KEEP MULCH TREE. COMPACT TREE DENSITY WORKSHEET : NOTE: PRIOR TO MULCHING. APPLY SET ROOT BALL 2" ABOVE GRADE. REMOVE EXCESS BUILDING. 24x36 WEEDED AND REPLACE SUBGRADE TO AS NEEDED. FINISHED AVOID SETTLING TREE PRESERVATION & DENSITY REQUIREMENTS APPROVED PRE-EMERGENT WEED SOIL ON TOP OF THE CONTROL ON ALL SHRUB BEDS. BALL, JUST EXPOSING 14. NO TREE SHALL BE PLANTED WITHIN TEN (10) FEET OF UNDERGROUND UTILITIES OR FIRE GRADE 1. TOTAL DEVELOPABLE AREA: 1,584,982 S.F. HYDRANTS. 24x36 THE ROOT FLARE. 24x36 NOTE: 2. EXISTING WOODLAND AREA: 216,941 S.F. LANDSCAPE EDGING SHALL BE 1/8" THICK STEEL 15. ONLY TREES THAT REACH A HEIGHT AND SIZE AT MATURITY OF SMALL TO MEDIUM SHALL BE 3. TOTAL PRESERVED WOODLANDS: 216,941 S.F. PLANTED UNDER POWER LINES. EDGING, 4" DEEP WITH A BLACK FINISH. 16' MULCH - PLACE 3" SECTIONS SHALL BE USED WITH ONE (1) 4. TOTAL NON-WOODLAND AREA: 1,368,041 S.F. (31.4 AC) LAYER OF SPECIFIED 24x36 SUBSURFACE STAKE PER 38" OF EDGING. EDGING 16. THE CONTRACTOR SHALL WATER ALL PLANTS THOROUGHLY TWICE DURING THE FIRST 24x36 5. DENSITY: 1 TREE PER 3,000 S.F. OF SITE AREA MULCH. DO NOT PLACE SHALL HAVE A MINIMUM OF 2" OF INTERLOCKING 24-HOUR PERIOD AFTER PLANTING, AND THEN WEEKLY OR MORE OFTEN, IF NECESSARY, IN CONTACT WITH 1,368,041 S.F. / 3,000 S.F. / TREE = 456 456 TREES REQUIRED (PER CODE) DURING THE FIRST GROWING SEASON, UNLESS THE OWNER AGREES TO MAINTAIN AND OVERLAP BETWEEN SECTIONS. INSTALL PER SHRUB TRUNK. KEEP REMOVE TOP 1/3 OF BURLAP. SOIL MIXTURE - CONSISTING OF MANUFACTURER'S SPECIFICATIONS WITH TOP OF WATER THEM. MULCH WEEDED AND 24x36 CUT & REMOVE ALL STRAPPING, 1/4 HUMUS AND 3/4 TOPSOIL EDGING 1/2" ABOVE COMPACTED FINISH GRADE. 24x36 REPLACE AS NEEDED. FINISHED ROPES, AND WIRE CAGES. BUFFER PLANTINGS 17. TREES TO REMAIN ON-SITE SHALL BE PROTECTED WITH SNOW FENCE DURING CONSTRUCTION FINISH GRADE TO BE COMPACTED ON EITHER SIDE GRADE (SEE DETAIL). SNOW FENCING TO BE MAINTAINED DURING CONSTRUCTION BY CONTRACTOR. OF EDGING TO MAINTAIN STABILITY. 1. TOTAL TREES PROVIDED IN BUFFERS: 240 TREES UNDISTURBED SOIL 24x36 2. SITE TREES PROVIDED (NOT INCLUDING BUFFERS): 456 TREES 18. THE PLANTING PLAN SHALL TAKE PRECEDENCE OVER THE PLANT SCHEDULE SHOULD ANY 24x36 PLANT QUANTITY PROJECT TITLE 3. TOTAL TREES PROVIDED ON-SITE: 696 TREES DISCREPANCIES OCCUR. EVERGREEN TREE PLANTING DETAIL LANDSCAPE BED EDGING DETAIL *NOTE: 'BUFFER' IS DEFINED AS TREES PLANTED WITHIN 20'-25' OF PROPERTY LINES THAT REQUIRE BUFFERS. 24x36 NO SCALE BMG NO. : L-02 NO SCALE BMG NO. : L-07 REMOVE TOP 1/3 OF BURLAP. CUT & REMOVE ALL STRAPPING, SOIL MIXTURE - 19. NO SUBSTITUTIONS SHALL BE MADE WITHOUT APPROVAL OF THE OWNER AND/ OR THE LANDSCAPE ARCHITECT. THE NEW 24x36 ROPES, AND WIRE CAGES. FOR "SILVERLAKE" CONTAINER PLANTS, CUT ROOTS ON FOUR (4) SIDES AND/ SIL CONSISTING OF 1/4 HUMUS AND 3/4 20. ALL NEW TREES SHALL BE GUARANTEED TO SURVIVE FOR ONE FULL YEAR AFTER INSTALLATION (FULL COST). ALL STAKES AND GUYS SHALL BE REMOVED FROM TREES AND DOVER MIDDLE VER 24x36 24x36 OR SPREAD OUT IN NEW SOIL TOPSOIL SITE AS EARLY AS THREE (3) MONTHS, BUT NO LONGER THAN ONE (1) YEAR AFTER PLANTING. FP MIXTURE. UNDISTURBED SOIL LAK FCM SCHOOLS E B FCM 24x36 FCM SHRUB PLANTING DETAIL ODELAWARE ULE LANDSCAPE ARCHITECTS CERTIFICATION FCM 24x36 I, CHAD D.V C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS SIRC NO SCALE BMG NO. : L-03 LANDSCAPE AR CARTER, RLA, ASLA, HEREBY CERTIFY THAT I AM A D IN THE STATE OF DELAWARE, THAT THE ARCHITECT FP 1 PAT LYNN DRIVE C-PR-L-TREE-PS 24x36 275 C-PR-L-TREE-PS C-PR-L-TREE-PS LANDSCAPING INFORMATION SHOWN HEREON HAS BEEN PREPARED 24x36 C-PR-L-TREE-PS UNDER MY SUPERVISION AND TO MY BEST KNOWLEDGE AND BELIEF, C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS REPRESENTS GOOD LANDSCAPING PRACTICES. CITY OF DOVER 24x36 FP C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS APPROXIMATE LIMITS OF GEO-THERMAL WELL FIELD KENT COUNTY, DELAWARE 24x36 C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS 24x36 FP 24x36 AF-PRACTICE-FIELD-HOCKEY FP SHEET TITLE 300 24x36 CHAD D. CARTER, RLA, ASLA S1-499 DATE 24x36 FP C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS OVERALL 24x36 C-PR-L-TREE-PS C-PR-L-TREE-PS LANDSCAPE PLAN 24x36 . C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS FP C-PR-L-TREE-PS 24x36 X C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS . 24x36 AF-PRACTICE-FOOTBALL C-PR-L-TREE-PS 275 C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS FP C-PR-L-TREE-PS C-PR-L-TREE-PS 24x36 C-PR-L-TREE-PS 24x36 C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS FP 15" R.C.P. INV: 19.48' 24x36 0 60 120 240 24x36 FCM FP WALKER ROAD 24x36 SIRC SCALE : 1" = 120' 24x36 SIRC FCM FCM VARYING WIDTH RIG PATRICK LYNN C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS DRIVE C-PR-L-TREE-PS 24x36 SIRC 24x36 HT OF WAY SIRC ISSUE BLOCK SIRC KCR 70, MAJOR CO FP 24x36 24x36 FP IVE LLECTOR FP 24x36 24x36 WOODCREST DR C-PR-L-TREE-PS C-PR-L-TREE-PS FP C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS X X X X X FP FCM SCM X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X 24x36 24x36 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X . . . . 24x36 24x36 MARK DATE DESCRIPTION LAYER STATE: L-001 SCHOOL HOUSE LANE PROJECT NO.: 2019180.00 24x36 24x36 TE DATE: 03/06/2020 RR SCALE: 1" = 120' Y 24x36 CIR DRAWN BY: T.D.G. PROJ. MGR.: J.S.F. 24x36 . SHEET 24x36 L-001 COPYRIGHT 2019 24x36 F:\AutoCAD\Projects\2019\2019180\DWG\2019180-LSCAPE-C3D18.dwg, Apr 28, 2020 - 3:40pm .PDF 24x36 24x36 2020-04-28 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36

Exterior Views Southern Approach Main entry Entry Canopy 9

GLAZED ALUMINUM CURTAIN WALL SYSTEM ALUMINUM WINDOW SYSTEM PRECAST CONCRETE PANEL PRECAST CONCRETE PANEL BRICK MASONRY M.0 Q O M L K G F.0 23 22 21 20 19 18 17 16 15 14 13 12 11 10 14' - 0" 2' - 0" PENTHOUSE PENTHOUSE ELEV. 62' - 8" ELEV. 62' - 8" 14' - 0" 28' - 0" 28' - 0" SECOND FLOOR SECOND FLOOR ELEV. 48' - 8" ELEV. 48' - 8" 14' - 0" 14' - 0" Delaware 7' - 4" 309 S Governors Ave FIRST FLOOR FIRST FLOOR Dover, DE 19904 ELEV. 34' - 8" ELEV. 34' - 8" 302.734.7950 Rittenhouse Station NORTH ELEVATION AT WEST ELEVATION AT 250 South Main Street, Suite 109 Newark, DE 19711 COURTYARD CLASSROOM AND COURTYARD 7 SCALE: 1/16" = 1'-0" 8 SCALE: 1/16" = 1'-0" 302.369.3700 Maryland 312 West Main St, Suite 300 GLAZED ALUMINUM CURTAIN WALL SYSTEM Salisbury, MD 21801 410.546.9100 F.0 G.0 H.0 I.0 J.0 K.0 L.0 M.0 North Carolina 3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 PRECAST CONCRETE PANEL BRICK MASONRY ALUMINUM WINDOW SYSTEM 910.341.7600 ROOF 10 11 12 13 14 15 15.1 16 17 18 19 20 21 22 23 www.beckermorgan.com ELEV. 71' - 4" 8' - 8" 14' - 0" 2' - 0" PENTHOUSE PENTHOUSE ELEV. 62' - 8" ELEV. 62' - 8" 1250 24th St. NW, Suite 800 14' - 0" Washington, DC 20037 36' - 8" 202.737.1020 www.perkinswill.com 28' - 0" SECOND FLOOR SECOND FLOOR ELEV. 48' - 8" ELEV. 48' - 8" Baker, Ingram, & Associates 14' - 0" 14' - 0" 1050 South State Street 7' - 4" Dover, DE 19901 FIRST FLOOR FIRST FLOOR 302.645.1462 ELEV. 34' - 8" ELEV. 34' - 8" www.bakeringram.com PRECAST CONCRETE PANEL SOUTH ELEVATION AT EAST ELEVATION AT Gipe Associates COURTYARD CLASSROOM AND COURTYARD 8719 Brooks Drive 5 SCALE: 1/16" = 1'-0" 6 SCALE: 1/16" = 1'-0" Easton, MD 21601 410.822.8688 www.gipe.net BRICK MASONRY BRICK MASONRY METAL PANEL SYSTEM Richard Y. Johnson & Son, Inc. 18404 Johnson Road Lincoln, DE 19960 A B C E G I K L M O Q S U V W 302.422.3732 www.ryjson.com ROOF ELEV. 71' - 4" 8' - 8" PENTHOUSE ELEV. 62' - 8" 14' - 0" 36' - 8" SECOND FLOOR ELEV. 48' - 8" 14' - 0" FIRST FLOOR ELEV. 34' - 8" NORTH ELEVATION 4 SCALE: 1/16" = 1'-0" CANOPY ALUMINUM WINDOW SYSTEM CANOPY ALUMINUM FRAMED SKYLIGHT SYSTEM STANDING SEAM METAL PANELS SYTEM GLAZED ALUMINUM CURTAIN WALL SYSTEM PRECAST CONCRETE PANEL BRICK MASONRY GLAZED ALUMINUM CURTAIN WALL SYSTEM ALUMINUM ARCHITECTURAL ROOF EQUIPMENT LOUVER SCREEN SYSTEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 PROJECT TITLE CAPITAL SCHOOL ROOF DISTRICT TWO ELEV. 71' - 4" INTERCONNECTED 8' - 8" PENTHOUSE MIDDLE SCHOOLS ELEV. 62' - 8" 14' - 0" 36' - 8" 198 COMMERCE WAY SECOND FLOOR DOVER, DE 19904 ELEV. 48' - 8" 14' - 0" 7' - 4" FIRST FLOOR ELEV. 34' - 8" WEST ELEVATION 3 SCALE: 1/16" = 1'-0" ALUMINUM ARCHITECTURAL ROOF EQUIPMENT CANOPY METAL PANELS SYTEM LOUVER SCREEN SYSTEM GLAZED ALUMINUM CURTAIN WALL SYSTEM BRICK MASONRY GLAZED ALUMINUM CURTAIN WALL SYSTEM BRICK MASONRY GLAZED ALUMINUM CURTAIN WALL SYSTEM SHEET TITLE W Q.1 V L.1 Q O M L K G F.1 C B A EXTERIOR ELEVATIONS ROOF ELEV. 71' - 4" 8' - 8" PENTHOUSE ELEV. 62' - 8" 14' - 0" 36' - 8" SECOND FLOOR ELEV. 48' - 8" 14' - 0" FIRST FLOOR ELEV. 34' - 8" SOUTH ELEVATION 2 SCALE: 1/16" = 1'-0" CANOPY ALUMINUM WINDOW SYSTEM CANOPY ALUMINUM ARCHITECTURAL ROOF EQUIPMENT GLAZED ALUMINUM CURTAIN WALL SYSTEM BRICK MASONRY PRECAST CONCRETE PANEL GLAZED ALUMINUM CURTAIN WALL SYSTEM ALUMINUM WINDOW SYSTEM STANDING SEAM METAL PANELS SYTEM LOUVER SCREEN SYSTEM 15 14 13 12 11 10 8 7 6 5 4 3 PW_CSD MIDDLE SCHOOL_ARCH_ALL_detached.rvt 23 22 21 20 19 18 17 16 9 2 1 ISSUE BLOCK ROOF ELEV. 71' - 4" 8' - 8" PENTHOUSE ELEV. 62' - 8" 14' - 0" 36' - 8" SECOND FLOOR ELEV. 48' - 8" Mark Date Description 14' - 0" PROJECT NO: 2019180.00 DATE: April 8, 2020 FIRST FLOOR ELEV. 34' - 8" SCALE: 1/16" = 1'-0" 4/20/2020 5:33:03 Author PROJ MGR: DRAWN BY: Checker EAST ELEVATION 1 SCALE: 1/16" = 1'-0" A201 COPYRIGHT © 2018 PM

24x36 24x36 WWW.beckermorgan.com Parcel Line Table BUILDING DATA 2019-180-Building-Data-001 GENERAL NOTES: 2019-180-General-Note-001 SITE DATA 2019-180-Site-Data-001 24x36 24x36 FOOTPRINT NUMBER GROSS FLR. BLDG. 1. THE BOUNDARY & TOPOGRAPHIC DATA SHOWN HEREON WAS COMPILED FROM A FIELD SURVEY 1. OWNER OF RECORD: DOVER SPECIAL SCHOOL DISTRICT LINE LENGTH CHD. BEARING AREA OF FLOORS AREA HEIGHT N HkB N PERFORMED BY BECKER MORGAN GROUP, INC. , DOVER, DE. IN OCTOBER 2019. PROJECT VERTICAL DATUM C/O DAN SHELTON, Ed.D., SUPERINTENDENT PHASE 1 IS BASED ON NAVD 88 AND PROJECT HORIZONTAL DATUM IS BASED ON DELAWARE STATE PLANE (NAD83), 198 COMMERCE WAY L1 45.93' S74° 07' 16"W 24x36 NEW MIDDLE SCHOOL 157,200 S.F. 2 238,500 S.F. 40' SIB GPS DERIVED FROM N.G.S. CONTROL MONUMENTS. DOVER, DE 19904 24x36 L2 32.35' S17° 02' 12"W 2. THE BOUNDARY LINES PORTRAYED HEREON HAVE BEEN ESTABLISHED BASED SOLELY ON PHYSICAL 2. PROPERTY ADDRESS: 1 PATRICK LYNN DR EVIDENCE DISCOVERED IN THE FIELD IN CONJUNCTION WITH DETERMINATIONS DERIVED FROM SOURCE OF DOVER, DE 19904 L3 75.81' N74° 07' 16"E SILVER LAKE TITLE AND ADJACENT DEED RECORD INFORMATION. PHASE 2 SIA SILVER 3. ENGINEER / SURVEYOR: BECKER MORGAN GROUP INC. 24x36 L4 177.34' S15° 52' 44"E SITE HkB LAKE 3. ALL UTILITY LOCATIONS AND SIZES SHOWN HEREON ARE EITHER MARKED LOCATIONS IN THE FIELD, 309 SOUTH GOVERNORS AVE. 24x36 OUT BUILDING - CONCESSION 2,300 S.F. 1 2,300 S.F. 15' 44.71 AC. VISIBLE AND FIELD LOCATED STRUCTURES OR TAKEN FROM UTILITY MAPS PROVIDED BY UTILITY OUT BUILDING - MAINTENANCE 2,300 S.F. 1 2,300 S.F. 15' W DOVER, DELAWARE 19904 L5 181.90' S74° 10' 36"W DocB PROVIDERS. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES 302-734-7950 PHASE 2 TOTAL: 4,600 S.F. 4,600 S.F. SITE CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. ARCH I T E C TURE B ECKER M ORGAN G ROUP ARCHITECTURE - ENGINEERING DOVER, DE SALISBURY, MD WILMINGTON, NC 24x36 L6 49.42' N49° 37' 04"E 4. PROPERTY LOCATION: LAT: N 39° 10' 35.98" WRS80 - NAD83 (2011) 24x36 4. PORTION OF PARCEL IS LOCATED WITHIN THE ONE HUNDRED YEAR FLOOD PLAIN ZONE, BASED ON FIRM LO L7 53.09' N35° 31' 17"E PHASE 3 FUTURE EXPANSION 9,750 S.F. 2 19,500 S.F. 40' Up SIA MAP 10001C0166H, EFFECTIVE DATE 5/5/2003. AE ZONE FLOOD ELEVATION 20.0 FEET LONG.: W 075° 32' 23.88" WRS80 - NAD83 (2011) ENG I NE E R I NG SSD 5. WETLANDS SHOWN HEREON WERE FIELD LOCATED BY BECKER MORGAN GROUP, AS DELINEATED BY 5. PROPERTY MAP NUMBER: 2-05-067.11-01-68.00-00001 19,500 S.F. 39,000 S.F. 24x36 L8 32.13' N15° 53' 52"W PHASE 4 BY WATERSHED ECO, LLC IN AUGUST 2019. Dover, DE 6. DEED REF. SUMMARY: B-23-303 24x36 K K FUTURE EXPANSION 33,800 S.F. 2 67,600 S.F. 40' 6. ALL ROADS, PARKING AND OTHER PAVED AREAS WILL BE PRIVATELY OWNED AND MAINTAINED AND ARE 309 S. Governors Ave. RIC RIC L9 25.70' N54° 30' 11"W NOT INTENDED FOR DEDICATION. 7. SITE AREA: 44.71 AC± PAT PAT 17,600 S.F. 35,200 S.F. HkB Dover, DE 19904 L10 37.52' N17° 55' 41"E TOTAL BUILDING AREA 198,900 S.F. 317,300S.F. 7. DELAWARE REGULATIONS PROHIBIT THE BURIAL OF CONSTRUCTION DEMOLITION DEBRIS, INCLUDING 8. ZONING CLASSIFICATION: IO - INSTITUTIONAL OFFICE Ph. 302.734.7950 24x36 TREES AND STUMPS ON CONSTRUCTION SITES. ANY SOLID WASTE FOUND DURING EXCAVATION MUST BE Fax 302.734.7965 24x36 R. R. L11 37.61' N6° 08' 23"E REMOVED AND PROPERLY DISCARDED. 9. BULK STANDARDS: BUILDING: N D N D D D FRONT YARD: 10 FT. ROA ROA 8. ALL ACCESSIBLE PARKING DEMARCATION, STALLS, AND BUILDING ACCESSIBLE ROUTES SHALL COMPLY Salisbury, MD LYN LYN L12 56.31' N76° 39' 33"E KER HkB HkB KER SIDE YARD: 10 FT. WAL WAL WITH THE "AMERICANS WITH DISABILITIES ACT". 24x36 L13 44.05' N58° 07' 02"E REAR YARD: 15 FT. 312 West Main St. Suite 300 24x36 9. THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENT FOR CONSTRUCTION SAFETY. ALL CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF SIDE OR REAR ADJOINING RESIDENCE ZONE: 30 FT. Salisbury, MD 21801 L14 21.45' S79° 13' 33"E MAX HEIGHT: 150 FT. OR 10 STORIES Ph. 410.546.9100 CITY OF DOVER - KENT COUNTY, DELAWARE CITY OF DOVER - KENT COUNTY, DELAWARE 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT. MAX GROSS / NET FLOOR AREA RATIO: 6.0 Fax 410.546.5824 L15 48.15' N70° 49' 58"E 10. BEFORE THE CONTRACTOR CAN BEGIN CONSTRUCTION HE MUST OBTAIN THE PROPER PERMITS AND/OR 24x36 LOCATION MAP SCALE: 1" = 1000' SOIL SURVEY MAP SCALE: 1" = 1000' APPROVALS FROM THE CITY OF DOVER (C.O.D.), DELAWARE DEPARTMENT OF NATURAL RESOURCES MAX LOT COVERAGE: 85% Wilmington, NC 24x36 L16 27.22' N22° 24' 06"E 10. PRESENT USE: SCHOOL - VACANT (D.N.R.E.C.), DELAWARE DEPARTMENT OF TRANSPORTATION (DELDOT), CITY OF DOVER DEPARTMENT OF SOIL MAP TAKEN FROM "USDA WEB SOIL SURVEY" PUBLIC WORKS, CITY OF DOVER DEPARTMENT OF PUBLIC UTILITIES AND APPROPRIATE STATE AND 11. PROPOSED USE: TWO (2) NEW INTER-CONNECTED MIDDLE SCHOOLS 3205 Randall Parkway, Suite 211 L17 30.63' N41° 20' 33"E 24x36 FP WEBSOILSURVEY.NRCS.USDA.GOV COUNTY AGENCIES. 12. LIMIT OF DISTURBANCE: PHASE 1 = 20.3318 ± ACRES Wilmington, North Carolina 28403 24x36 L18 91.62' S55° 41' 14"E HkB: HAMBROOK-URBAN LAND COMPLEX, 0 TO 5 PERCENT SLOPES 11. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE ACCORDANACE WITH THE CITY OF DOVER PHASE 2 = + 5.3254 ± ACRES Ph. 910.341.7600 LO: LONGMARSH AND INDIANTOWN SOILS, FREQUENTLY FLOODED DEPARTMENT OF PUBLIC UTILITIES CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE STATE OF Fax 910.341.7506 TOTAL = 25.6572 ± ACRES L19 74.87' S24° 43' 08"E DocB: DOWNER SANDY LOAM, 2 TO 5 PERCENT SLOPES, MID ATLANTIC DELAWARE CONSTRUCTION STANDARDS AND SPECIFICATIONS. 24x36 COASTAL PLAIN 12. ALL FIRE LANE DEMARCATION AND FIRE LANE SIGNS SHALL BE IN ACCORDANCE WITH ALL THE STATE FIRE 13. ROAD CLASSIFICATION: WALKER ROAD - MAJOR COLLECTOR www.beckermorgan.com L20 115.14' S62° 48' 06"E SIA: SASSAFRAS LOAM, 0 TO 2 PERCENT SLOPES PREVENTION REGULATIONS. PATRICK LYNN DRIVE - LOCAL ROAD 24x36 FP SIB: SASSAFRAS LOAM, 2 TO 5 PERCENT SLOPES WOODCREST DRIVE - LOCAL ROAD L22 53.45' N86° 13' 15"E 14. SURVEY BENCHMARK: NGS MONUMENTS 24x36 L23 96.30' S66° 04' 38"E VERTICAL: NAVD 88 24x36 V HORIZONTAL: NAD 83 (2011) - CORS L24 59.69' S61° 52' 36"E L25 30.12' N80° 51' 24"E FP V SILVER LAKE 15. MONUMENTATION: 8 FOUND 24x36 2 SET 24x36 V V L26 22.05' N74° 27' 19"E 16. SURVEY CLASSIFICATION: SUBURBAN SURVEY L27 234.64' N74° 07' 18"E V V V 17. SURVEY UNIT: LINEAR: US SURVEY FOOT FP ANGULAR: DEGREES MINUTES SECONDS (DMS) 24x36 24x36 V V COORDINATE TYPE: GROUND Curve Table 18. UTILITIES: SEWER - CITY OF DOVER FPK WATER - CITY OF DOVER CURVE LENGTH RADIUS CHD. BEARING CHD. LENGTH TANGENT V 24x36 SE S ELECTRIC - CITY OF DOVER 24x36 FP OU C1 25.97' 161.10' S12° 25' 04"W 25.95' 13.02' FIP LA GAS - CHESAPEAKE UTILITIES P. KE T B. 19 OW 19. IMPERVIOUS COVER: 16.58 ± ACRES /92 NH SI V 24x36 LV ER FIP FIR 20. LOT COVERAGE: IO ZONING - 85% PERMITTED 24x36 PROPOSED: 16.58 AC. / 44.71 AC. = 37.0 % FP 21. PARKING REQUIRED: 1 SPACE PER 8 SEATS IN AUDITORIUM V 1600 SEATS / 8 = 200 SPACES FCM FCM 22. PARKING PROVIDED: 294 (PASSENGER VEHICLE); 28 (BUS); 15 (BIKE) FCM 24x36 24x36 FCM V 118 (EVENT OVERFLOW PARKING) FP FIR . N FCM FPK OWNERS CERTIFICATION 24x36 24x36 2019-180-Owners-Cert SILVER LAKE WE, CAPITAL SCHOOL DISTRICT, HEREBY CERTIFY THAT WE ARE THE OWNER OF THE PROPERTY FP BOULEVARD V DESCRIBED AND SHOWN ON THIS PLAN, THAT THE PLAN WAS MADE AT OUR DIRECTION, AND THAT WE 24x36 ACKNOWLEDGE THE SAME TO BE OUR ACT AND DESIRE THE PLAN TO BE DEVELOPED AS SHOWN IN FCM FCM 24x36 V ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. V 24x36 FP 24x36 V FCM DAN SHELTON Ed. D. - SUPERINTENDENT DATE V 24x36 FP V ENGINEERS CERTIFICATION 2019-180-Engineers-Cert 24x36 T.P. /F I, GREGORY V. MOORE, HEREBY CERTIFY THAT I AM A REGISTERED ENGINEER IN THE STATE OF DS N REPRESENTATIVE LANE ER 2-05 V EXISTING DELAWARE, THAT THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY SUPERVISION LAN F DOV -12.00 24x36 V WOODED AND TO MY BEST KNOWLEDGE AND BELIEF REPRESENTS GOOD ENGINEERING PRACTICES AS REQUIRED 24x36 LANDS N/F AREA BY THE APPLICABLE LAWS OF THE STATE OF DELAWARE. PROJECT TITLE SILVER LAKE FP DOVER HEALTH CARE SENATORS LAKE LANDS N/F O -03 ASSOCIATES, INC. PLATBOOK 106 PAGE 49 SENATORS LAKE SIL THE NEW CITY -067.16 V 24x36 T.P. 2-05-067.12-02-02.00 HOMEOWNERS ASSOCIATION T.P. 2-05-067.12-04-55.00 V ER 24x36 DEED REF. R-37-114 DEED REF. 8637-0087 LAK GREGORY V. MOORE P.E. NO. 9311 DATE ZONING - IO DOVER MIDDLE FCM PROPOSED OPAQUE ZONING - RM1 V E B FCM FP BARRIER FENCE OU 24x36 FCM S 19° 04' 27" E 1872.75' LEV FCM SCHOOLS 24x36 L26 V SIRC LANDS N/F A RD 100 YEAR FLOOD PLAIN LINE L25 DOVER SILVER LAKES LLC PHASE 2 275 30' B.R.L. V T.P. 2-05-067.16-03-08.04 24x36 V FP V V DEED REF. 703-206 SITE DEVELOPMENT 24x36 S 55 4 STORMWATER AREA V ZONING - CPO EXISTING EDGE L2 MASTER PLAN V PROPOSED PRACTICE PHASE 1 OF WETLANDS ° 09' 24x36 SOCCER FIELD 16 V V V 24x36 FP V L2 3 V EXISTING EXISTING 360' x 180' 28 40" 1 PATRICK LYNN DRIVE W WOODED BASEBALL 100' V V AREA FIELD V W 24x36 L22 V CITY OF DOVER 24x36 100' WETLAND BUFFER AND AF-PRACTICE-FIELD-HOCKEY V BIKE RACKS KENT COUNTY, DELAWARE ETL FP V V 300 V EXISTING EDGE V OF WOODS PHASE 4 24x36 V THE NEW DOVER 24x36 BUF L2 APPROXIMATE LIMITS OF FUTURE V 1 GEO-THERMAL WELL FIELD MIDDLE SCHOOLS EXPANSION V V FER FP V V GROSS FLOOR AREA: 238,500 SQ. FT. 33,800 SQ. FT. SHEET TITLE 10' WIDE PROPOSED PRACTICE 24x36 FOOTBALL FIELD V EXISTING EDGE 24x36 PAVED PATH COVER SHEET V V T COURTYARD V V OF WETLANDS 360' x 180' GEN. L2 0 V FP 33 LANDS N/F LANDS N/F 24x36 PHASE 3 V V SILVER LAKE REALTY LLC SILVER LAKE REALTY LLC 24x36 V FUTURE F.D.C. V EXISTING T.P. 2-05-067.16-03-08.09 T.P. 2-05-067.16-03-08.06 L19 LOADING AREA X AF-PRACTICE-FOOTBALL 275 EXPANSION BIKE RACKS DEED REF. 7183-1 V WOODED DEED REF. 7182-341 8 FP 19,500 SQ. FT. AREA ZONING - CPO ZONING - CPO L1 V V OPEN V 24x36 SPACE N/F OPEN V 24x36 577. V EXISTING DOVER SPECIAL SPACE 7 L1 FP BLEACHERS SCHOOL DISTRICT V V 62' L1 6 V V T.P. 2-05-067.11-01-68.00 V 24x36 DEED BOOK: B23 PAGE: 303 PHASE 4 LANDS N/F 24x36 L15 44.71 ACRES± FUTURE V FCM CITY OF DOVER V EXPANSION V S 15° 52' 44" E T.P. 2-05-067.16-03-11.00 ZONING: IO WALKER ROAD L FP PROPOSED PROPOSED 33,800 SQ. FT. DEED REF. L23-26 L13 14 24x36 PROPOSED BUILDING BUILDING SIRC 10' B.R.L. 724.25' ZONING - IO 24x36 2,300 SQ.FT. 2,300 SQ.FT. SIRC FCM SOFTBALL L4 FCM VARYING WIDTH RIG V EXISTING BIKE RACKS PHASE 2 WOODED FIELD EXISTING L27 PATRICK LYNN L1 10' B.R.L. 0 60 120 240 DRIVE 10' B.R.L. FOOTBALL FIELD AREA SIRC L12 AND TRACK HT OF WAY 24x36 V SIRC L3 24x36 PHASE 1 V OPEN OPEN SPACE L2 SIRC SCALE : 1" = 120' KCR 70, MAJOR CO L1 L1 FP SPACE 1 0 V 245 EXISTING C1 L8 IVE L9 L5 24x36 24x36 FEDERAL WETLANDS LLECTOR L7 PROPOSED OPAQUE ISSUE BLOCK 0.57 ACRES± BARRIER FENCE FP L V 30' B.R.L. FP WOODCREST DR 24x36 6 X X X 2257.88' X 952.87' 24x36 X FP VFCM 3210.76' N 19° 03' 05" W SCM X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X WOODCREST SUBDIVISION X PLAT BOOK 5 PAGE 104 24x36 X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X LANDS N/F 24x36 CHILDREN'S CHOICE PROPERTY TWO T.P. 2-05-06715-04-7601-00001 24x36 DEED REF. 3723-63 24x36 ZONING - C1A SCHOOL HOUSE LANE 2. 05/06/20 REVISED & RESUBMITTED FOR REVIEW BY THE C.O.D. PLANNING COMMISSION LANDS N/F LANDS N/F 1. 03/06/20 SUBMITTED FOR REVIEW BY THE CITY 24x36 TE DAVID JOHN VILLABONA 726 WOODCREST LLC OF DOVER PLANNING COMMISSION 24x36 RR T.P. 2-05-06715-04-7500-00001 T.P. 2-05-06715-04-7600-00001 DEED REF. 6634-228 MARK DATE LAYER STATE: C-001 DESCRIPTION Y DEED REF. 464-184 ZONING - C1A PROJECT NO.: 2019180.00 CIR ZONING - C1A . 24x36 24x36 DATE: 03-06-2020 SHEET INDEX 2018-180-Sheet-Index SCALE: 1" = 120' C-001 COVER SHEET DRAWN BY: D.S.G. PROJ. MGR.: J.S.F. 24x36 24x36 C-101 - C-103 EXISTING CONDITION SHEET C-201 - C-203 SITE PLAN L-001 OVERALL LANDSCAPE PLAN 24x36 L-101 - L-103 LANDSCAPE PLAN C-001 COPYRIGHT 2020 24x36 F:\AutoCAD\Projects\2019\2019180\DWG\Misc\MAR Updates\2019180-C3d18-DAC-Sheets-Plot.dwg, May 05, 2020 - 4:37pm C-001 - 2019180 CMS-Site Plan - 2020-05-05 24x36 24x36 2020-05-05

24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 NOTE: 40" PLANT LIST GENERAL LANDSCAPE NOTES : 24x36 WARNING SIGNS TO BE MADE OF DURABLE, 24x36 WEATHERPROOF MATERIAL. LETTERS TO BE THREE KEY SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS (3) INCHES HIGH MINIMUM, CLEARLY LEGIBLE AND 1. EXISTING TREES TO BE PRESERVED WILL BE MARKED WITH STAKING AND CONTINUOUS RIBBON OUTSIDE THE TREES DRIPLINE TO DELINEATE THE AREAS TO BE PROTECTED. THIS MARKING 4" 3" 4" 3" 4" NOTE: SPACED AS DETAILED. SIGNS SHALL BE PLACED AT CANOPY TREES DO NOT HEAVILY PRUNE THE TREE 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END TREE PROTECTION AREA WILL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION AND WILL REMAIN IN PLACE 18" 24x36 24x36 AT PLANTING. PRUNE ONLY OF LINEAR TREE PROTECTION AND 50' ON CENTER UNTIL THE FINAL LANDSCAPING IS INSTALLED. CROSSOVER LIMBS, CO-DOMINANT THERAFTER. FOR TREE PROTECTION AREAS LESS DO NOT ENTER AP 8 ACER RUBRUM "RED SUNSET" RED SUNSET MAPLE 2" CAL. B&B LEADERS, AND BROKEN OR DEAD THAN 200' IN PERIMETER, PROVIDE NO LESS THAN 2. ALL NEW TREES SHALL BE GUARANTEED TO SURVIVE FOR ONE FULL YEAR AFTER BRANCHES. SOME INTERIOR ONE SIGN PER PROTECTION AREA. ATTACH SIGNS AR 10 ACER RUBRUM "OCTOBER GLORY" OCTOBER GLORY RED MAPLE 2" CAL. B&B INSTALLATION (FULL COST). ALL STAKES AND GUYS SHALL BE REMOVED FROM TREES AND 24x36 TWIGS AND LATERAL BRANCHES SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN SITE AS EARLY AS THREE (3) MONTHS, BUT NO LONGER THAN ONE (1) YEAR AFTER PLANTING. 24x36 MAY BE PRUNED; HOWEVER, DO WARNING SIGN DETAIL TREE PROTECTION FENCE THROUGHOUT DURATION NOT REMOVE THE TERMINAL BUDS GB 15 GINGKO BILOBA GINGKO TREE 2" CAL. B&B 3. NO TREE SHALL BE PLANTED CLOSER THAN FIVE (5) FEET FROM ANY STRUCTURE OR BUILDING. OF PROJECT. 24x36 OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. GT 26 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER' 'SHADEMASTER' HONEYLOCUST 2" CAL. B&B 4. NO TREE SHALL BE PLANTED WITHIN TEN (10) FEET OF UNDERGROUND UTILITIES OR FIRE ARCH I T E C TURE 24x36 HYDRANTS. ENG I NE E R I NG TA 13 TRACIOUS AMERICANA 'AUTUMN PURPLE' AUTUMN PURPLE WHITE ASH 2" CAL. B&B 5. ONLY TREES THAT REACH A HEIGHT AND SIZE AT MATURITY OF SMALL TO MEDIUM SHALL BE 24x36 WARNING SIGN ORANGE, UV RESISTANT, PLANTED UNDER POWER LINES. Dover, DE 24x36 SET ROOT BALL 2" ABOVE CANVAS WEBBING OR HIGH TENSILE STRENGTH, TC 20 TILIA CORDATA 'GREENSPIRE' TILIA CORDATA 'GREENSPIRE' 2" CAL. B&B 309 S. Governors Ave. GRADE. REMOVE EXCESS PLASTIC HORTICULTURAL POLY BARRICADE FABRIC 6. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN SOIL ON TOP OF THE TAPE. DO NOT STRETCH. Dover, DE 19904 (TYPICAL) ACCORDANCE WITH THE CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF BALL, JUST EXPOSING QA 23 QUERCUS ALBA WHITE OAK 2" CAL. B&B NURSERYMEN "AMERICAN STANDARDS FOR Ph. 302.734.7950 24x36 THE ROOT FLARE. 8' MAX. NURSERY STOCK." Fax 302.734.7965 24x36 ZV 16 ZELKOVA SERRATA 'VILLAGE GREEN' VILLAGE GREEN ZELKOVA 2" CAL. B&B Salisbury, MD EVERGREEN TREES SHALL HAVE A FULL, WELL-BRANCHED, CONICAL FORM TYPICAL OF THE 24x36 ORNAMENTAL / FLOWERING TREES SPECIES. 312 West Main St. Suite 300 24x36 MULCH - PLACE 3" 2"x2" WOODEN LAYER OF SPECIFIED STAKES. DRIVE METAL Salisbury, MD 21801 POST ALL DECIDUOUS SHADE TREES SHALL BRANCH A MINIMUM OF 7'-0" ABOVE GROUND LEVEL. Ph. 410.546.9100 MULCH. DO NOT PLACE SECURELY INTO AJ 9 ACER PALMATUM JAPANESE MAPLE 1-½" CAL. B&B TREES SHALL BE PLANTED AND STAKED IN ACCORDANCE WITH THE DETAIL SHOWN. TREE PROTECTION AREA (TYPICAL) Fax 410.546.5824 IN CONTACT WITH TREE GROUND. 3 PER 24x36 TRUNK. KEEP MULCH TREE. PLANT MATERIALS DELIVERED TO THE SITE IN UNCOVERED TRUCKS WILL BE REJECTED. 24x36 WEEDED AND REPLACE 3'-0" DO NOT ENTER CF 13 CORNUS FLORIDA 'ALBA' WHITE FLOWERING DOGWOOD 1-½" CAL. B&B Wilmington, NC AS NEEDED. FINISHED UNACCEPTABLE PLANT MATERIALS: MATERIALS WHICH HAVE DAMAGED OR CROOKED 3333 Jaeckle Drive, Suite 120 GRADE FINISHED CK 26 CORNUS KOUSA KOUSA DOGWOOD 1-½" CAL. B&B LEADERS, DEFORMED GROWTH HABIT, ABRASIONS OF THE BARK, SUN SCALD, Wilmington, North Carolina 28403 24x36 GRADE WINDBURN, DISFIGURING NOT COMPLETELY CALLUSED WILL BE REJECTED. IN ADDITION, 24x36 Ph. 910.341.7600 CP 4 CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 1-½" CAL. B&B TREES HAVING THEIR CENTRAL LEADERS HEADED BACK WILL ALSO BE REJECTED. PLANTS Fax 910.341.7506 WITH LOOSE OR CRACKED ROOT BALL OR CONTAINERS WILL BE REJECTED. 24x36 MV 2 MAGNOLIA VIRGINIANA 'GLAUCA' MAGNOLIA VIRGINIANA 1-½" CAL. B&B www.beckermorgan.com 24x36 7. ALL PLANTS SHALL BE PLANTED IN TOPSOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACKFILLING PROGRESSES. NOTHING BUT SUITABLE TOPSOIL, FREE OF DRY SOD, STIFF CLAY, 2'-0" PK 9 PRUNUS SERRULATA 'KWANZAN' 'KWANZAN' CHERRY 1-½" CAL. B&B LITTER, STONES IN EXCESS OF ONE (1) INCH DIAMETER, ETC. SHALL BE USED FOR PLANTING. REMOVE TOP 1/3 OF BURLAP. SOIL MIXTURE - CONSISTING OF 24x36 CUT & REMOVE ALL STRAPPING, 1/4 HUMUS AND 3/4 TOPSOIL MULCH FOR PLANTING BEDS SHALL BE SHREDDED HARDWOOD BARK MULCH UNLESS 24x36 ROPES, AND WIRE CAGES. PO 8 PRUNUS CERASIFERA 'THUNDERCLOUD' PURPLE LEAF PLUM 1-½" CAL. B&B OTHERWISE SPECIFIED ON THE PLANS AND SHALL HAVE NO LEAVES, YOUNG GREEN GROWTH, BRANCHES, TWIGS, GREATER IN DIAMETER OF ½", WEEDS, SHAVINGS OR FOREIGN MATERIAL UNDISTURBED SOIL EVERGREEN TREES SUCH AS STONES, ETC. SHALL BE MIXED WITH THE MULCH. ALL SHRUB MASSES SHALL BE 24x36 PLANTED IN CONTINUOUS MULCHED BEDS WITH A LIGHTLY COMPACTED DEPTH OF THREE (3) 24x36 INCHES. ALL CONTAINER PLANTS ARE TO HAVE ROOTS CUT ON FOUR SIDES AND/ OR SPREAD AB 74 ABIES CONCOLOR WHITE FIR 6' - 8' B&B . N OUT IN NEW SOIL MIXTURE. DECIDUOUS TREE PLANTING DETAIL LINEAR TREE PROTECTION DETAIL 24x36 CL 55 CUPRESSOCYPARIS 'LEYLANDII' LEYLAND CYPRESS 6' - 8' B&B 8. ALL AREAS NOT STABILIZED IN PAVING OR PLANT MATERIALS SHOULD BE SEEDED AND 24x36 NO SCALE BMG NO. : L-01 NO SCALE BMG NO. : L-05 MULCHED. (SEE EROSION & SEDIMENT CONTROL PLAN AND NOTES.) TURF SET ROOT BALL 2" ABOVE CANVAS WEBBING OR JV 94 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6' - 8' B&B 9. LANDSCAPE BEDS NOT DEFINED BY CURBS, SIDEWALKS, WALLS OR OTHER STRUCTURES GRADE. REMOVE EXCESS PLASTIC HORTICULTURAL ALUMINUM EDGING TO BE SHALL BE ENCLOSED BY ALUMINUM EDGING UNLESS OTHERWISE INDICATED. 24x36 SOIL ON TOP OF THE TAPE. DO NOT STRETCH. NO MORE THAN 1/2" 24x36 BALL, JUST EXPOSING BED MEDIA PS C-PR-L-TREE-PS 123 PINUS STROBUS EASTERN WHITE PINE 6' - 8' B&B ABOVE FINISHED GRADE 10. AREAS DISTURBED BY LANDSCAPE OPERATIONS SHALL BE GRADED TO MATCH EXISTING THE ROOT FLARE. TOPSOIL AND SEED OR SOD AS REQUIRED. TO 148 THUJA OCCIDENTALIS 'SIGRA' AMERICAN ARBORVITAE 6' - 8' B&B 24x36 24x36 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND MAY MAKE MINOR ADJUSTMENTS IN SPACING AND/OR LOCATION OF PLANT MATERIALS. CONTACTOR TO VERIFY "AS BUILT" LOCATION OF ALL UTILITIES. 24x36 MULCH - PLACE 3" 2"x2" WOODEN TOTAL: 696 TREES 24x36 LAYER OF SPECIFIED STAKES. DRIVE 12. NO PLANT, EXCEPT GROUNDCOVERS, SHALL BE WITHIN THREE (3) FEET FROM SIDEWALKS. MULCH. DO NOT PLACE SECURELY INTO IN CONTACT WITH TREE GROUND. 3 PER 13. NO TREE SHALL BE PLANTED CLOSER THAN TEN (10) FEET FROM ANY STRUCTURE OR 24x36 TRUNK. KEEP MULCH TREE. COMPACT TREE DENSITY WORKSHEET : NOTE: PRIOR TO MULCHING. APPLY SET ROOT BALL 2" ABOVE GRADE. REMOVE EXCESS BUILDING. 24x36 WEEDED AND REPLACE SUBGRADE TO AS NEEDED. FINISHED AVOID SETTLING TREE PRESERVATION & DENSITY REQUIREMENTS APPROVED PRE-EMERGENT WEED SOIL ON TOP OF THE CONTROL ON ALL SHRUB BEDS. BALL, JUST EXPOSING 14. NO TREE SHALL BE PLANTED WITHIN TEN (10) FEET OF UNDERGROUND UTILITIES OR FIRE GRADE 1. TOTAL DEVELOPABLE AREA: 1,584,982 S.F. HYDRANTS. 24x36 THE ROOT FLARE. 24x36 NOTE: 2. EXISTING WOODLAND AREA: 216,941 S.F. LANDSCAPE EDGING SHALL BE 1/8" THICK STEEL 15. ONLY TREES THAT REACH A HEIGHT AND SIZE AT MATURITY OF SMALL TO MEDIUM SHALL BE 3. TOTAL PRESERVED WOODLANDS: 216,941 S.F. PLANTED UNDER POWER LINES. EDGING, 4" DEEP WITH A BLACK FINISH. 16' MULCH - PLACE 3" SECTIONS SHALL BE USED WITH ONE (1) 4. TOTAL NON-WOODLAND AREA: 1,368,041 S.F. (31.4 AC) LAYER OF SPECIFIED 24x36 SUBSURFACE STAKE PER 38" OF EDGING. EDGING 16. THE CONTRACTOR SHALL WATER ALL PLANTS THOROUGHLY TWICE DURING THE FIRST 24x36 5. DENSITY: 1 TREE PER 3,000 S.F. OF SITE AREA MULCH. DO NOT PLACE SHALL HAVE A MINIMUM OF 2" OF INTERLOCKING 24-HOUR PERIOD AFTER PLANTING, AND THEN WEEKLY OR MORE OFTEN, IF NECESSARY, IN CONTACT WITH 1,368,041 S.F. / 3,000 S.F. / TREE = 456 456 TREES REQUIRED (PER CODE) DURING THE FIRST GROWING SEASON, UNLESS THE OWNER AGREES TO MAINTAIN AND OVERLAP BETWEEN SECTIONS. INSTALL PER SHRUB TRUNK. KEEP REMOVE TOP 1/3 OF BURLAP. SOIL MIXTURE - CONSISTING OF MANUFACTURER'S SPECIFICATIONS WITH TOP OF WATER THEM. MULCH WEEDED AND 24x36 CUT & REMOVE ALL STRAPPING, 1/4 HUMUS AND 3/4 TOPSOIL EDGING 1/2" ABOVE COMPACTED FINISH GRADE. 24x36 REPLACE AS NEEDED. FINISHED ROPES, AND WIRE CAGES. BUFFER PLANTINGS 17. TREES TO REMAIN ON-SITE SHALL BE PROTECTED WITH SNOW FENCE DURING CONSTRUCTION FINISH GRADE TO BE COMPACTED ON EITHER SIDE GRADE (SEE DETAIL). SNOW FENCING TO BE MAINTAINED DURING CONSTRUCTION BY CONTRACTOR. OF EDGING TO MAINTAIN STABILITY. 1. TOTAL TREES PROVIDED IN BUFFERS: 240 TREES UNDISTURBED SOIL 24x36 2. SITE TREES PROVIDED (NOT INCLUDING BUFFERS): 456 TREES 18. THE PLANTING PLAN SHALL TAKE PRECEDENCE OVER THE PLANT SCHEDULE SHOULD ANY 24x36 PLANT QUANTITY PROJECT TITLE 3. TOTAL TREES PROVIDED ON-SITE: 696 TREES DISCREPANCIES OCCUR. EVERGREEN TREE PLANTING DETAIL LANDSCAPE BED EDGING DETAIL 24x36 NO SCALE BMG NO. : L-02 NO SCALE BMG NO. : L-07 *NOTE: 'BUFFER' IS DEFINED AS TREES PLANTED WITHIN 20'-25' OF PROPERTY LINES THAT REQUIRE BUFFERS. REMOVE TOP 1/3 OF BURLAP. CUT & REMOVE ALL STRAPPING, 19. NO SUBSTITUTIONS SHALL BE MADE WITHOUT APPROVAL OF THE OWNER AND/ OR THE LANDSCAPE ARCHITECT. THE NEW 24x36 SOIL MIXTURE - FP DEVELOPABLE AREA ROPES, AND WIRE CAGES. FOR CONTAINER PLANTS, CUT CONSISTING OF 1/4 HUMUS AND 3/4 20. ALL NEW TREES SHALL BE GUARANTEED TO SURVIVE FOR ONE FULL YEAR AFTER INSTALLATION (FULL COST). ALL STAKES AND GUYS SHALL BE REMOVED FROM TREES AND DOVER MIDDLE ROOTS ON FOUR (4) SIDES AND/ SCHOOLS 24x36 24x36 (1,584,982 S.F. / 36.4 AC.) OR SPREAD OUT IN NEW SOIL TOPSOIL SITE AS EARLY AS THREE (3) MONTHS, BUT NO LONGER THAN ONE (1) YEAR AFTER PLANTING. MIXTURE. UNDISTURBED SOIL FCM SITE DEVELOPMENT FCM DELAWARE LANDSCAPE ARCHITECTS CERTIFICATION 24x36 24x36 FP FCM SHRUB PLANTING DETAIL FCM V EXIS I, CHAD D. CARTER, RLA, ASLA, HEREBY CERTIFY THAT I AM A MASTER PLAN NO SCALE TWO TING BMG NO. : L-03 30' B.R.L. C-PR-L-TREE-PS C-PR-L-TREE-PS 30' B.R.L. C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS 30' B.R.L. -ST ORY BUILD LANDSCAPE ARCHITECT IN THE STATE OF DELAWARE, THAT THE MAS ING C-PR-L-TREE-PS C-PR-L-TREE-PS 24x36 275 C-PR-L-TREE-PS C-PR-L-TREE-PS V ONR Y LANDSCAPING INFORMATION SHOWN HEREON HAS BEEN PREPARED 24x36 C-PR-L-TREE-PS V V UNDER MY SUPERVISION AND TO MY BEST KNOWLEDGE AND BELIEF, V FP C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS V REPRESENTS GOOD LANDSCAPING PRACTICES. 1 PATRICK LYNN DRIVE 24x36 V C-PR-L-TREE-PS C-PR-L-TREE-PS V V T CITY OF DOVER 24x36 C-PR-L-TREE-PS V FP C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS V KENT COUNTY, DELAWARE V C-PR-L-TREE-PS C-PR-L-TREE-PS V V 24x36 V 24x36 V AF-PRACTICE-FIELD-HOCKEY C-PR-L-TREE-PS V C-PR-L-TREE-PS FP C-PR-L-TREE-PS V V EXISTING BUILDING SHEET TITLE 300 C-PR-L-TREE-PS TWO-STORY MASO V NRY 24x36 Y.H. V CHAD D. CARTER, RLA, ASLA S1-499 DATE 24x36 V THE NEW DOVER FP MIDDLE SCHOOLS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS V V V V OVERALL V GROSS FLOOR AREA: 238,500 SQ. FT. 24x36 C-PR-L-TREE-PS C-PR-L-TREE-PS V V LANDSCAPE PLAN 24x36 V C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS T V V GEN. C-PR-L-TREE-PS FP C-PR-L-TREE-PS 24x36 V C-PR-L-TREE-PS V V 24x36 C-PR-L-TREE-PS C-PR-L-TREE-PS V X C-PR-L-TREE-PS C-PR-L-TREE-PS V AF-PRACTICE-FOOTBALL C-PR-L-TREE-PS 275 C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS V FP C-PR-L-TREE-PS C-PR-L-TREE-PS 24x36 C-PR-L-TREE-PS V V 24x36 C-PR-L-TREE-PS C-PR-L-TREE-PS V C-PR-L-TREE-PS C-PR-L-TREE-PS V EXISTING BUILDING V TWO-STORY MASO NRY V FP V 24x36 V 24x36 V C-PR-L-TREE-PS V C-PR-L-TREE-PS 0 60 120 240 C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS V FCM V V 24x36 FP PROPOSED PROPOSED 24x36 BUILDING BUILDING 10' B.R.L. WALKER ROAD PUMP STA. NO. 4 2,300 SQ.FT. 2,300 SQ.FT. FCM FCM V C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS 10' B.R.L. SCALE : 1" = 120' 24x36 24x36 10' B.R.L. V ISSUE BLOCK V FP 24x36 V 24x36 EXISTING FEDERAL WETLANDS FP V 60' EXISTING ROW FP 30' B.R.L. 30' B.R.L. 30' B.R.L. 30.0' 24x36 24x36 C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS UE C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS UE C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS UE C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS C-PR-L-TREE-PS X X X X X FP VFCM 80' EXISTING ROW X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X 24x36 24x36 X 05/06/20 REVISED & RESUBMITTED FOR REVIEW X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2. BY THE C.O.D. PLANNING COMMISSION 1. 03/06/20 SUBMITTED FOR REVIEW BY THE CITY OF DOVER PLANNING COMMISSION 24x36 24x36 MARK DATE DESCRIPTION LAYER STATE: L-001 PROJECT NO.: 2019180.00 24x36 24x36 DATE: 03/06/2020 SCALE: 1" = 120' DRAWN BY: T.D.G. PROJ. MGR.: J.S.F. 24x36 24x36 SHEET 24x36 L-001 COPYRIGHT 2019 24x36 F:\AutoCAD\Projects\2019\2019180\DWG\2019180-LSCAPE-C3D18-Rev.dwg, May 05, 2020 - 4:18pm .PDF 24x36 24x36 2020-05-05 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36

From: Anderson, David 7 To: Melson-Williams, Dawn Cc: Hugg, Dave; Kari Tollinger; Sudler, Roy Subject: Fw: Woodcrest Petition Date: Thursday, April 23, 2020 1:36:31 PM Attachments: PETITION.pdf Ms. Melson-Williams: I have been requested to forward this petition for the 29 April agenda item. of the Middle Schools at 1 Pat Lynn Drive. Woodcrest Community Organizer Kari Tollinger may be reached at the cc'd email for further questions. Thank you. Respectfully, The Honorable David L. Anderson 4th District Dover City Council (302)736-7006 office (302) 339-1047 Cell (personal) david.anderson@dover.de.us davidlevianderson@gmail.com (personal) From: David Anderson <davidlevianderson@gmail.com> Sent: Thursday, April 23, 2020 1:00 PM To: Anderson, David <david.anderson@dover.de.us>; Kari Tollinger <ktollinger@comcast.net> Cc: Sudler, Roy <roysudlerjr@comcast.net>; Slavin, Timothy A (DOS) <Timothy.Slavin@delaware.gov>; Hugg, Dave <dhugg@dover.de.us>; City Clerks Office <CityClerk@dover.de.us>; Hare, William <billh2323@comcast.net>; Mitchell, Donna <DMitchell@dover.de.us> Subject: Re: Woodcrest Petition Mrs. Tollinger: Thank you for your email. I appreciate the active intetest in our community of you and the Woodcrest Neighborhood Watch Association. I am aware that members have reaffirmed their position electronically having witnessed it online. There is no need to risk revisiting people in this public health crisis. I recognize the existing petition as valid due to the fact there is no material change in the underlying circumstances thar generated it. The resubmitted petition is formally received by the Parks, Recreation and Community Enhancement Committee as the committee of jurisdiction regarding city planning and community improvement projects including landscaping and beautification and other areas of community enhancement according to CHAPTER 2, Article III Section 2-82 (a) (2). Pursant

to the city code and Delaware Constitution Article 1 Section 16, I refer the attached petition to the Director of Planning for inclusion in public comment for matters relating to permits for this property and the Clerks office for public record and inclusion on a future agenda. I have cc'd the Council President, the at large Councilman and both 4th district Councilmen (to include my official email account for purposes of public records) and the city manager for informational purposes. . Thank you for your phone call and email. Respectfully yours David L. Anderson On Thu, Apr 23, 2020, 12:21 PM David Anderson <davidlevianderson@gmail.com> wrote: ---------- Forwarded message --------- From: KARI TOLLINGER <ktollinger@comcast.net> Date: Thu, Apr 23, 2020, 12:18 PM Subject: Woodcrest Petition To: David Anderson <davidlevianderson@gmail.com> Thanks David!!! Kari

7A

By-Laws of the Planning Commission of the City of Dover Objectives Section 1 The objectives and purposes of the Planning Commission of the City of Dover, Delaware, are those set forth in Chapter 7, Title 22 of the Delaware Code annotated, and amendments, supplements, thereto, and those powers and duties delegated to the Planning Commission by the City Council of the City of Dover pursuant to state statute. Powers, Duties and Procedures Section 2 The duties, powers and procedures of the Planning Commission be as set forth in the following documents: (a) The resolution of the City Council establishing such Planning Commission; (b) The Building Zone Ordinance as to matters relating to amendments to site plan approval; (c) The Subdivision Regulations as to the review and approval of subdivision plats; (d) As to the regulations set forth herein for all other matters for which the Commission has the responsibility. Officers Section 3.1 The officers of the Planning Commission shall consist of a Chairman and Vice-Chairman. Section 3.2 The Chairman shall preside at the meetings and hearings of the Planning Commission and shall have the duties usually conferred upon a presiding officer. He shall continue to exercise the prerogatives of an individual member of the Commission while performing the duties of presiding officer. Section 3.3 The Vice Chairman shall be the presiding officer in the absence of the Chairman. Recording and Corresponding Secretary Section 4 The Commission shall appoint a Secretary who shall not be a member of the Commission or an officer, and shall have the following duties and responsibilities: (a) Prepare agenda for all meetings with the Chairman and provide notice of meetings to Commission members. (b) Keep minutes of all meetings, and record of the Commission. (c) Act as agent for the Commission in receiving submissions, applications, correspondence, etc. (d) Act as agent for the Commission in arranging for notice of public hearings and notifying interested parties of Commission actions as authorized by the Commission. Official Records

Section 5 The City Clerk shall be the official custodian of the records of the Commission and shall make them available to the public as provided by law. He may designate the office of the Secretary of the Commission or the Planning Office as the place where such records shall be kept. Elections of Officers Section 6.1 The officers shall be elected by the Commission at the annual organization meeting which shall be the regular scheduled meeting in July of each year. Election of officers shall be held by secret ballot. Section 6.2 A candidate receiving a majority vote of the entire membership of the Planning Commission shall be declared elected and shall serve for one year or until his or her successor shall take office. Section 6.3 Vacancies in offices shall be filled by the Commission at any scheduled or special meeting. Section 6.4 The Chairman and Vice Chairman shall be limited to four consecutive one-year terms. A former Chairman or Vice Chairman who has held four consecutive terms in such position may be elected to that position after vacating the position for a period of one year. Meetings Section 7.1 The Commission shall hold one public meeting during each calendar month. Section 7.2 The monthly meeting date for the coming year shall be established by a majority of the Commission at its organization meeting of the year. The date of the public meeting can be changed during the year by a majority of the Commission Section 7.3 The Commission will receive all applications concerning matters within its jurisdiction only at its public meetings. All times to be submitted for consideration at any public meeting shall be submitted in complete and final form for Commission consideration not less than thirty days prior to said meeting. No items submitted subsequent to this time shall be placed upon the Agenda except by a majority vote of the Commission members present at such meeting. The official date of receipt of any matter presented to the Commission shall be the date of the first public meeting at which such matter is received for consideration. Any maximum time periods established by the Zoning Ordinance or other local laws limiting the time for consideration of any matter by the Planning Commission shall commence on such date of the receipt. Section 7.4 A majority of the membership of the Commission shall constitute a quorum. The Commission may act on any matter by a majority vote of such quorum. Section 7.5 All formal votes to record the decision of the Commission on any matter referred to it shall be taken only by a quorum at a public meeting. By a majority vote of those members present the Commission may convene in executive session. However, all formal votes to record the Commission’s decision shall only be taken during periods in which such meetings are open to the public.

Section 7.6 Special meeting may be called by the Chairman or by a majority of the Commission, providing that not less than 24 hours notice by writing or telephone is given to each member of the Commission. Such meetings shall be executive sessions at which no formal votes shall be taken. Section 7.7 All public and special meetings shall be held in City Hall or other public facility with proper public notification. Agenda Section 8 The Secretary shall prepare the proposed Agenda for each public meeting, with the Chairman not less than ten days prior to the date of such meeting, and shall transmit a copy of the Agenda to each Commission member on such date of preparation. No items will appear on such proposed Agenda except those for which applications or written requests have been received not less than thirty days prior to the date of the public monthly meeting as set forth in Section 7 above. The Commission may amend the proposed Agenda by a majority vote of those members present. Section 9.1 The order of business at public meetings shall be as follows: (a) Roll Call. (b) Adoption of Minutes of previous meetings. (c) Approval of Agenda (d) Communications (e) Report of Officers and Committees (f) Old Business (g) New Business (h) Referrals, Administrative Reviews, Petitions, Applications and Other Matters presented by the public. Section 9.2 The order of business at special meetings shall be as determined by the Commission. Section 9.3 At all meetings and hearings attended by the public, the Chairman shall make a brief statement indicating the nature of each item on the Agenda, except that in the case of petitions, applications and other matters presented by the public, such statement shall be made by the person introducing the matter. Section 9.4 Minutes of all public and special meetings of the Commission shall form part of the records of the Commission and shall be available to the public when duly adopted by the Commission. Committees Section 10.1 There may be a Subdivision Committee appointed by the Chairman with the approval of the Commission at the annual organization meeting. It shall consist of three members who shall serve until the next annual meeting. The Chairman may make appointments to bring the committee to full strength in the event of temporary absence of committee members. Section 10.2 Other Committees may be appointed by the Chairman from time to time with the approval of the Commission.

Public Hearings Section 11.1 The Commission shall hold public hearings as required by statute and applicable ordinances of the City. In addition to those required by law, the Commission may at its discretion hold public hearing when it considers that such hearings will be in the public interest. Amendments Section 12 These By-Laws may be amended at any time by a majority vote of the entire membership of the Commission. Adopted September 15, 1959 Amended November 17, 1975 Amended March 16, 1981 Amended March 19, 1981 Amended June 17, 1991 Amended January 25, 1995 Amended April 26, 1995 Amended August 16, 2010 Amended August 20, 2018