CCW Packet REVISED

CITY OF DOVER, DELAWARE COUNCIL COMMITTEE OF THE WHOLE MEETING Tuesday, April 11, 2023 at 6:00 PM City Hall Council Chambers, 15 Loockerman Plaza, Dover, Delaware AGENDA THIS AGENDA HAS BEEN REVISED BY ADDING SUPPORTING INFORMATION TO SAFETY ADVISORY AND TRANSPORTATION COMMITTEE ITEM #2 – REVIEW OF TRAFFIC CALMING OPTIONS FOR GOVERNORS BOULEVARD, ROSS STREET, AND N BRADFORD STREET (SHARON DUCA, ASSISTANT CITY MANAGER). Public comments are welcomed on any item and will be permitted at the appropriate time. When possible, please notify the City Clerk (302-736-7008 or email at cityclerk@dover.de.us) should you wish to be recognized. VIRTUAL MEETING NOTICE This meeting will be held in City Hall Council Chambers with electronic access via WebEx. Public participation information is as follows: Dial: 1-650-479-3208 Link: https://rb.gy/aafndw Event number: 2533 775 0616 Event password: DOVER (if needed) If you are new to WebEx, get the app now at https://www.webex.com/ to be ready when the meeting starts. CALL COUNCIL COMMITTEE OF THE WHOLE MEETING TO ORDER PARKS, RECREATION, AND COMMUNITY ENHANCEMENT COMMITTEE ADOPTION OF THE AGENDA 1. Annual Report from Silver Lake Commission (Weldon Satchell) (Staff Recommendation: Acceptance of the Annual Report) 2. The City of Dover Parks and Recreation Projects Update (Robin Eaton, Director of Parks and Recreation) 1

COUNCIL COMMITTEE OF THE WHOLE MEETING - April 11, 2023 PAGE 2 Committee Action Not Required. 3. Evaluation of Proposals – Dover Park Building and Spray Pad (Robin Eaton, Director of Parks and Recreation) (Staff Recommendation: Award contract to Kent Construction for the erection and construction of a building and spray pad at Dover Park RFP #23-0009PR, for $2,067,557.00. Delay Project #PR2302 Project Name: Schutte Park Skate Project to FY 25 and seek additional funding sources during that time.) MAYOR AND COUNCIL REPORTS 4. Council President Sudler 5. First District 6. Second District 7. Third District 8. Fourth District 9. At - Large 10. Mayor Christiansen ADJOURNMENT OF THE PARKS, RECREATION, AND COMMUNITY ENHANCEMENT COMMITTEE MEETING SAFETY ADVISORY AND TRANSPORTATION COMMITTEE ADOPTION OF THE AGENDA 1. US 13 Speed Reduction Associated with US 13 Pedestrian Safety Study (Sharon Duca, Assistant City Manager) (Staff Recommendation: For Council to support the proposed speed reduction from 45 MPH to 40 MPH between Scarborough Road and N State Street) 2. Review of Traffic Calming Options for Governors Boulevard, Ross Street, and N Bradford Street (Sharon Duca, Assistant City Manager) (Staff Recommendation: City Council discuss the options proposed by DelDOT, taking into consideration public input received at the workshop, to select one of the options proposed. At a minimum, Alternative 1A should be selected for implementation. The option selected should be evaluated by DelDOT for effectiveness after six (6) months.) ADJOURNMENT OF THE SAFETY ADVISORY AND TRANSPORTATION COMMITTEE MEETING UTILITY COMMITTEE 2

COUNCIL COMMITTEE OF THE WHOLE MEETING - April 11, 2023 PAGE 3 ADOPTION OF THE AGENDA 1. Rail Haus Beer Garden Waiver Request - Donny Legans (Jason Lyon, Director of Water Wastewater) ADJOURNMENT OF THE UTILITY COMMITTEE MEETING LEGISLATIVE, FINANCE, AND ADMINISTRATION COMMITTEE ADOPTION OF THE AGENDA 1. Code Purple Kent County - 401 W Water Street Site Plans (Sue Harris, Code Purple) 2. Updated Donated Sick Leave Policy (Naomi Poole, Director of Human Resources) (Staff Recommendation: Approval of the Proposed Policy) 3. Community Development Block Grant (CDBG) Application Review (Tracey Harvey, CDBG Program Manager) (Staff Recommendation: Award $321,669 in CDBG funds to sub-grantees to carry out approved CDBG activities.) 4. Purchase of Two (2) Police Department Motorcycles (Sole Source Vendor) (Chief Johnson, Dover Police Department) (Staff Recommendation: Approve the Sole Vendor Purchase from Rommel Harley Davidson in Smyrna, De.) ADJOURNMENT OF THE LEGISLATIVE, FINANCE, AND ADMINISTRATION COMMITTEE MEETING ADJOURNMENT OF THE COUNCIL COMMITTEE OF THE WHOLE THE AGENDA ITEMS AS LISTED MAY NOT BE CONSIDERED IN SEQUENCE. PURSUANT TO 29 DEL. C. §10004(e)(2), THIS AGENDA IS SUBJECT TO CHANGE TO INCLUDE THE ADDITION OR THE DELETION OF ITEMS, INCLUDING EXECUTIVE SESSIONS, WHICH ARISE AT THE TIME OF THE MEETING 3

Item 3. CITY OF DOVER, DELAWARE ACTION FORM PROCEEDING: Council Committee of the Whole (Parks, Recreation and Community Enhancement) DEPARTMENT OF Parks and Recreation SUBMITTED April 4, 2023 ORIGIN: ON: PREPARED BY: Robin Eaton, Director of Parks and Recreation REVIEWED BY: SUBJECT: Evaluation of Proposals – Dover Park Building and Spray Pad TIMETABLE: Notice to proceed to be issued within thirty (30) days of Council approval. Project to be completed in one (1) calendar year. RELATED PROJECT: X REFERENCE: X EXPENDITURE $2,067,557.00 REQUIRED: AMOUNT BUDGETED: $1,000,000.00 FUNDING SOURCE (Dept./Page in CIP & Department of Parks and Recreation, CIP Budget): Project #PR2300 CIP Project Name: 2023 Dover Park Building Improvements, Account No.: 101-13-15-12-000-54031 ($800,000) and Project #PR2301 CIP Project Name: 2023 Dover Park Splash Pad, Account No.: 101-13-15-12-000-54031 ($200,000) Remainder of costs to be supplemented by delaying the CIP Project #PR2302 Project Name: Schutte Park Skate Park, Account No.: 101-13-15-12-000- 54031 ($730,000) and utilizing $338,000 of Park Reserve funds ($400,000) 4

Item 3. STAFF RECOMMENDATION: Award contract to Kent Construction for the erection and construction of a building and spray pad at Dover Park RFP #23-0009PR, for $2,067,557.00 Delay Project #PR2302 Project Name: Schutte Park Skate Project to FY 25 and seek additional funding sources during that time. BACKGROUND AND ANALYSIS: The Fiscal Year 2023 Capital Improvement Plan includes two projects combined under one (1) RFP called 2023 Dover Park Building Improvement and 2023 Dover Park Splash Pad. The 2015 Parks and Recreation Needs Assessment identified the need for a building and spray pad in Dover Park. The new building and spray pad will provide City of Dover with a park amenity that will be utilized by the surrounding area for years to come while enhancing a park that has been neglected since the old building was removed. The bid was advertised to the public as a Request for Proposal in accordance with the City’s purchasing policy by the City’s Purchasing Agent under RFP #23-0009PR. Proposals were opened on February 28, 2023. The City of Dover received three (3) bids shown in the table below: CONTRACTOR LOCATION EVALUATED BID KENT CONSTRUCTION COMPANY SMYRNA, DE $2,067,557.00 CONVENTIONAL BUILDERS, INC. HOUSTEN, DE $2,164,383.00 DELMARVA VETERAN BUILDERS SALISBURY, MD $2,305,000.00 City staff reviewed the submissions and found that Kent Construction Company bid met all requirements for the qualifications of the project. Staff recommends awarding the contract to Kent Construction Company in the amount of $2,067,557 for the Dover Park Building and Spray Pad Project. 5

Item 5. CITY OF DOVER, DELAWARE ACTION FORM PROCEEDING: Council Committee of the Whole (Safety Advisory and Transportation Committee) DEPARTMENT OF ORIGIN: City Manager’s Office SUBMITTED ON: April 11, 2023 PREPARED BY: Sharon J. Duca, P.E., Assistant City Manager REVIEWED BY: David S. Hugg, III, City Manager SUBJECT: US 13 Speed Reduction Associated with US 13 Pedestrian Safety Study TIMETABLE: Pending action by City Council. RELATED PROJECT: n/a EXHIBITS n/a REFERENCE: n/a EXPENDITURE REQUIRED: n/a AMOUNT BUDGETED: n/a FUNDING SOURCE (Dept./Page in CIP & Budget): n/a STAFF RECOMMENDATION: For Council to support the proposed speed reduction from 45 MPH to 40 MPH between Scarborough Road and N State Street. BACKGROUND AND ANALYSIS: In June 2020, DelDOT conducted the US 13 Pedestrian Safety Study from Scarborough Road to the Puncheon Run Connector. The scope of this study was to evaluate pedestrian safety along the corridor and identify recommendations. The currently posted speed for the corridor is as follows: • Scarborough Road to N State Street: 45 MPH • N State Street to north of White Oak Road: 40 MPH • North of White Oak Road to E Water Street: 35 MPH • E Water Street to Puncheon Road Connector: 50 MPH The study found that the corridor consisted of a high vehicular volume with fluctuating speeds mixed with numerous pedestrian generators. These pedestrian generators include Delaware State University, Dover Mall, and multiple shopping centers, hotels, and restaurants. Radar speed studies were conducted in July 2019. Average speeds were found to be up to 8 mph higher than the posted speed limit. 85th percentile speeds were up to 15 mph higher than the posted speed limit. 6

Item 5. The speed data collected for US 13 for the study area was inputted into the FHWA’s USLIMITS2 program to determine appropriate speed limit recommendations. Of the four sections provided above, it was recommended that the posted speed limit between Scarborough Road and N State Street be lowered from 45 MPH to 40 MPH. (The speed limit change would occur north of Rustic Lane to provide a transition from the 55 MPH section north of Scarborough Road.) Staff recommends that City Council support the proposed speed reduction from 45 MPH to 40 MPH between Scarborough Road and N State Street. 7

Item 6. CITY OF DOVER, DELAWARE ACTION FORM PROCEEDING: Council Committee of the Whole (Safety Advisory and Transportation Committee) DEPARTMENT OF ORIGIN: City Manager’s Office SUBMITTED ON: April 4, 2022 PREPARED BY: Sharon J. Duca, P.E., Assistant City Manager REVIEWED BY: David S. Hugg, III, City Manager SUBJECT: Traffic Calming Options for Governors Boulevard, Ross Street and N Bradford Street TIMETABLE: Pending selection by City Council. RELATED PROJECT: n/a EXHIBITS Exhibit A – Governors Boulevard (K003) at Ross Street / N Bradford Street Improvement Options REFERENCE: n/a EXPENDITURE REQUIRED: Estimates pending. AMOUNT BUDGETED: n/a FUNDING SOURCE (Dept./Page in CIP & Budget): n/a STAFF RECOMMENDATION: That City Council discuss the options proposed by DelDOT, taking into consideration public input received at the workshop, to select one of the options proposed. At a minimum, Alternative 1A should be selected for implementation. The option selected should be evaluated by DelDOT for effectiveness after six (6) months. BACKGROUND AND ANALYSIS: Traffic calming options for the six (6) way intersection of Governors Boulevard, Ross Street and Bradford Street were presented by DelDOT at the Safety Advisory and Transportation Committee of January 10, 2023. At this meeting it was requested that a public workshop be held to review the options. DelDOT performed further analysis of the options. Upon completion of the analysis, a public workshop was scheduled for April 30, 2023. Twenty-one members of the community were in attendance at the workshop. DelDOT presented the options (see attachment) and discussion ensued on each. Discussion included the need for speed enforcement in the area as well as the importance of addressing traffic safety concerns. Alternative 1A (crosswalks, stop bars, line extensions and signage) and Alternative 1B (crosswalks, stop bars, line extensions, striped bumpouts and signage) received little response from the public. Alternative 1C (all way stops with crosswalks, stop bars, edge line extensions and signage) received predominantly a 8

Item 6. negative response from the public, primarily out of concern for vehicle operators being able to determine who would proceed at any given time. Alternative 2A (one way on Bradford Street away from the intersection with crosswalks, stop bars, edge line extensions and signage) and Alternative 2B (one way on Bradford Street away from the intersection with striped bumpouts) received a predominantly positive response although it was felt by the public that Bradford Street should be one way going north through the intersection. Alternative 3A (Ross Street closure at intersection) and Alternative 3B (Ross Street closure with striped bumpouts) received some positive response with most of those in favor of a combination of Alternative 2A/2B and Alternative 3A/3B. Alternative 4 (urban mini traffic circle) received a statement of concern from the Fire Department and little support from the public. (It should be noted that all options had those for and those against. Also, the addition of crosswalks in any of the options would require ADA sidewalk compliance at the intersection.) Ultimately a modification of Alternative 1A (consisting of crosswalks, stop bars, edge line extensions and associated signage), to include the installation of delineators along the centerline of Governors Boulevard throughout the intersection, was selected as the preferred option. The proposed option modification would eliminate left turns at the intersection. DelDOT was consulted to verify that a modification of a proposed alternative would be acceptable and proceeded to develop a concept plan for the same. All options proposed will result in initial expenses for the installation as well as long term maintenance expenses. At the current time it is unclear if Community Transportation Funds can be used for implementation depending on the option selected. It is clear, however, that the City would be responsible for the maintenance costs associated with the delineators proposed in the modified Alternative 1A which currently cost approximately $60 each. It is recommended by staff that City Council discuss the options proposed by DelDOT, taking into consideration public input received at the workshop, to select one of the options proposed. At a minimum, Alternative 1A should be selected for implementation. The option selected should be evaluated by DelDOT for effectiveness after six (6) months. 9

Item 6. Governors Boulevard (K003) at Ross Street / N Bradford Street n Improvement Options March 2023 10

Introduction Item 6. • Data Collection • Turning Movement Counts • Speed Data • Truck Classification Data • Crash Data • Improvement Options • Striping (Crosswalks, stop lines, and edge line extensions) • All-Way Stop Control • One-Way Restriction on N Bradford Street • Closure of Ross Street • Urban Mini Traffic Circle • Analysis • Softwares used: Synchro 11, SimTraffic, SIDRA • All improvement options are expected to operate acceptably • The nearby intersection of Governors Boulevard at N State St / Walker Rd is also expected to operate similarly to existing conditions 11

Item 6. 400 27 . 7160 MAI 50 6 NOR 2 0 NGOR 2/ 5 E ALM .D 67 0 1 N D.R 2 05 06716 02 8800 TAYLOR FREDERI CK G 200 29 D.R.D11512/27 716 0 .SR. 6 V 50 CE 2 0 S BRU 2/ 225 ER 54 750 0 AY .D 9 02 D. R 6716 NA R. 50 ON 1 2 0 LEY D / 30 KEL .O 40 P R D. O T TRE ET BO UL S OP EV 00 DS 2 91 AR ST 6716 0 OF 0 TY D 2 05 VER,CI 58 FOR DO 41/2 R.B GO D. RAD VE N.B RN OR S 0 760 6 02 AN 671 ISTE F 0 50 K 930 C 2 0 LOWS 10/ 77 6 02 ,LL 1 KOZ .D120 67 5 0 PERT ES I 2 R D. 0 18 2 PRO 0439/ AB EET MO R. D1 S STR D. ROS 0 0 670 870 6 02 R. 02 C. 671 BLE 16 5 0 N MA 0 67 S 50 AME 2 0 SO 82/ 10 EET 2 0 ZER J 4/ 30 RRI MO R.D 3 S STR FRA 3 D. ROS D.R.X 860 0 400 29 02 6 0 N T. P 16 B. 71 67 SA 6 EA 50 LI 50 J BO UL O ST 2 0 TRONA 9/ CU D.R.L 3 91 2 0 HENS / HITC D.R.Y 26 412 ET EV 2 05 06716 02 6600 TRE EFEVRE TRUSTEE AR RNES J BEI L I LL R.D 7549/ D. 36 D DS FOR GO VE RAD RN 0 OP 850 OR 02 K P. N.B 6 671 DERIC 50 S 2 0 E FRE 4/ Z 6 199 ST N 3 700 FRA R. D 28 D. 716 0 S C. 6 50 AME 2 0 ZER J 4/ 30 FRA 3 R.X D. 2 05 06716 02 8700 FRAZER JAMES C. D.R. X 34/30 0 840 6 02 NE 671 ERI 5 0 CATH 79 20 IC K 24/ S ME .D11 5 D.R 0 950 02 P. 6716 A N 50 SUS 4 2 0 ELLO 19 / ROS R.I25 D. 300 28 716 0 NIL. 6 ON 50 J 2 0 SKEE 80/ 17 OL 71 W D D.R. 2 05 06716 02 6400 VANSANT DOUGL AS A. 0 820 R. R 25/ D. 101 6 02 A. 671 NA 5 0 S DON 7 2 0 HI N 28 C 19/ HUT . .Q DR DRAFT CONTRACT SECTION SCALE GOVERNORS BLVD AND ROAD NO. X TXXXXXXXXX RKK 0 30 60 90 ROSS STREET COUNTY DESIGNED BY: LMW EXISTING CONDITION SHEET NO. $D ATE$ $TI M E$ $FI LE$ FEET DOVER, DE KENT CHECKED BY: MAG 12

Item 6. N 400 27 . 7160 MAI 50 6 NOR 2 0 NGOR 2/ 5 E 0 1 ALM .D 67 ET D.R TRE DS FOR BO UL RAD EV AR N.B D GO 2 05 06716 02 8800 TAYLOR FREDERI CK G 200 D.R.D11512/27 VE 71 29 6 0 .SR. RN 6 V 50 CE 2 0 S BRU 2/ 225 750 0 OR ER AY .D 9 54 S 02 D. R 6716 NA R. 50 ON 1 2 0 LEY D / 30 KEL .O 40 P R D. O T S OP 00 2 91 ST 6716 0 OF 0 TY 2 05 VER,CI 58 DO 41/2 D.R.B 600 27 716 0 EFAN 6 T 50 KIS 77 2 0 LOWS 10/ KOZ 120 R.D D. EET S STR ROS 0 930 C 6 02 LL 671 ES I , 05 0 PERT 2 2 PRO 0439/ 18 AB MO R. D1 D. 0 0 670 870 6 02 R. 02 C. 671 BLE 16 5 0 N MA 0 67 S 0 50 AME 2 SO 82/ 10 2 0 ZER J 4/ 30 RRI A 3 MO R.D 3 FR R.X D. D. EET S STR ROS 860 0 400 29 02 6 0 N T. P 16 B. 71 67 SA 6 EA 50 LI 50 J 2 05 06716 02 6600 EFEVRE TRUSTEE O ST 2 0 TRONA 9/ CU D.R.L 3 91 2 0 HENS / HITC D.R.Y 26 412 RNES J BEI L I LL R.D 7549/ D. 36 0 OP 850 6 02 K P. 671 DERIC 50 2 0 E FRE 4/199 Z 6 ST N 3 700 FRA R. D 28 D. 716 0 S C. 6 50 AME 2 0 ZER J 4/ 30 FRA 3 R.X D. BO UL 2 05 06716 02 8700 EV FRAZER JAMES C. AR D.R. X 34/30 D 0 840 02 NE GO 6 671 ERI 5 0 CATH 79 20 I VE SC K ME .D11 524/ RN D.R 950 0 OR 6716 02 A N P. S 50 2 0 ELLO SUS 4 19 / ROS R.I25 D. 300 28 716 0 NIL. 6 ON 50 J 2 0 SKEE 80/ 17 OL 1 ET W D 7 D.R. TRE DS FOR RAD 2 05 06716 02 6400 AS A. N.B VANSANT DOUGL 0 820 R. R 25/ D. 101 6 02 A. 671 NA 5 0 S DON 7 2 0 HI N 28 C 19/ HUT . .Q DR NOTE: 1. MARKED CROSSWALKS MAY REQUIRE SOME PEDESTRIAN INFRASTRUCTURE IMPROVEMENTS. DRAFT CONTRACT SECTION GOVERNORS BLVD AND ROAD NO. X SCALE TXXXXXXXXX ALTERNATIVE 1A - RKK 0 30 60 90 ROSS STREET DESIGNED BY: LMW CROSSWALKS, STOP BARS COUNTY SHEET NO. $D ATE$ $TI M E$ AND EDGE LINE EXTENSIONS $FI LE$ FEET DOVER, DE KENT CHECKED BY: MAG 13

Item 6. N 400 27 . 7160 MAI 50 6 NOR 2 0 NGOR 2/ 5 E 0 1 ALM .D 67 ET D.R TRE DS FOR BO UL RAD EV AR N.B D GO 2 05 06716 02 8800 TAYLOR FREDERI CK G 200 D.R.D11512/27 VE 71 29 6 0 .SR. RN 6 V 50 CE 2 0 S BRU 2/ 225 750 0 OR ER AY .D 9 54 S 02 D. R 6716 NA R. 50 ON 1 2 0 LEY D / 30 KEL .O 40 P R D. O T S OP 00 2 91 ST 6716 0 OF 0 TY 2 05 VER,CI 58 DO 41/2 D.R.B 600 27 716 0 EFAN 6 T 50 KIS 77 2 0 LOWS 10/ KOZ 120 R.D D. EET S STR ROS 0 930 C 6 02 LL 671 ES I , 05 0 PERT 2 2 PRO 0439/ 18 AB MO R. D1 D. 0 0 670 870 6 02 R. 02 C. 671 BLE 16 5 0 N MA 0 67 S 0 50 AME 2 SO 82/ 10 2 0 ZER J 4/ 30 RRI A 3 MO R.D 3 FR R.X D. D. EET S STR ROS 860 0 400 29 02 6 0 N T. P 16 B. 71 67 SA 6 EA 50 LI 50 J 2 05 06716 02 6600 EFEVRE TRUSTEE O ST 2 0 TRONA 9/ CU D.R.L 3 91 2 0 HENS / HITC D.R.Y 26 412 RNES J BEI L I LL R.D 7549/ D. 36 0 OP 850 6 02 K P. 671 DERIC 50 2 0 E FRE 4/199 Z 6 ST N 3 700 FRA R. D 28 D. 716 0 S C. 6 50 AME 2 0 ZER J 4/ 30 FRA 3 R.X D. BO UL 2 05 06716 02 8700 EV FRAZER JAMES C. AR D.R. X 34/30 D 0 840 02 NE GO 6 671 ERI 5 0 CATH 79 20 I VE SC K ME .D11 524/ RN D.R 950 0 OR 6716 02 A N P. S 50 2 0 ELLO SUS 4 19 / ROS R.I25 D. 300 28 716 0 NIL. 6 ON 50 J 2 0 SKEE 80/ 17 OL 1 ET W D 7 D.R. TRE DS FOR RAD 2 05 06716 02 6400 AS A. N.B VANSANT DOUGL 0 820 R. R 25/ D. 101 6 02 A. 671 NA 5 0 S DON 7 2 0 HI N 28 C 19/ HUT . .Q DR NOTE: 1. MARKED CROSSWALKS MAY REQUIRE SOME PEDESTRIAN INFRASTRUCTURE IMPROVEMENTS. DRAFT CONTRACT SECTION ROAD NO. X ALTERNATIVE 1B - SCALE GOVERNORS BLVD AND TXXXXXXXXX RKK 0 30 60 90 CROSSWALKS, STOP BARS, ROSS STREET COUNTY DESIGNED BY: LMW EDGE LINE EXTENSIONS, SHEET NO. $D ATE$ $TI M E$ $FI LE$ FEET DOVER, DE KENT CHECKED BY: MAG AND STRIPED BUMPOUTS 14

Item 6. AL LWA Y ST O N P 400 27 . 7160 MAI 50 6 NOR 2 0 NGOR 2/ 5 E 0 1 ALM .D 67 D.R BO UL EV AR D GO 2 05 06716 02 8800 TAYLOR FREDERI CK G 200 D.R.D11512/27 VE 71 29 6 0 .SR. RN 6 V 50 CE ET 2 0 S BRU 2/ 225 OR ER 54 TRE 750 0 AY .D 9 S 02 D. R 6716 NA R. DS 50 ON 1 2 0 LEY D / 30 KEL .O 40 P FOR R D. O RAD WAY N.B T WAY ALL S ALL OP 00 2 91 ST 6716 0 OF 0 TY 2 05 VER,CI 58 DO 41/2 D.R.B 600 27 716 0 EFAN 6 T 50 KIS 77 2 0 LOWS 10/ KOZ 120 R.D D. EET S STR ROS 0 930 C 6 02 LL 671 ES I , 05 0 PERT 2 2 PRO 0439/ 18 AB MO R. D1 D. 0 0 670 870 6 02 R. 02 C. 671 BLE 16 5 0 N MA 0 67 S 0 50 AME 2 SO 82/ 10 2 0 ZER J 4/ 30 RRI A 3 MO R.D 3 FR R.X D. D. EET S STR ROS 860 0 400 29 02 6 0 N T. P 16 B. 71 67 SA 6 EA 50 LI 50 J 2 05 06716 02 6600 EFEVRE TRUSTEE O ST 2 0 TRONA 9/ CU D.R.L 3 91 2 0 HENS / HITC D.R.Y 26 412 RNES J BEI L I LL R.D 7549/ D. 36 ET WAY TRE ALL DS 0 OP 850 02 K P. FOR 6 671 DERIC 50 2 0 E FRE 4/199 RAD Z 6 ST N 3 700 FRA R. D 28 WAY 16 0 S C. D. 7 N.B 6 50 AME 2 0 ZER J 4/ 30 ALL FRA 3 R.X D. BO UL 2 05 06716 02 8700 EV FRAZER JAMES C. AR D.R. X 34/30 D 0 840 02 NE GO 6 671 ERI 5 0 CATH 79 20 I VE SC K ME .D11 524/ RN D.R 950 0 OR 6716 02 A N P. S 50 2 0 ELLO SUS 4 19 / ROS R.I25 D. 300 28 STO 50 6716 0 NIL. JON 2 0 SKEE 80/ W OL D.R.D 71 17 P AL 2 05 06716 02 6400 LW VANSANT DOUGL AS A. AY 0 820 R. R 25/ D. 101 6 02 A. 671 NA 5 0 S DON 7 2 0 HI N 28 C 19/ HUT . .Q DR NOTE: 1. MARKED CROSSWALKS MAY REQUIRE SOME PEDESTRIAN INFRASTRUCTURE IMPROVEMENTS. DRAFT CONTRACT SECTION ROAD NO. X ALTERNATIVE 1C - ALL WAY SCALE GOVERNORS BLVD AND TXXXXXXXXX RKK 0 30 60 90 STOP WITH CROSSWALKS, ROSS STREET COUNTY DESIGNED BY: LMW STOP BARS AND EDGE LINE SHEET NO. $D ATE$ $TI M E$ $FI LE$ FEET DOVER, DE KENT CHECKED BY: MAG EXTENSIONS 15

Item 6. SEE NOTE FOR PROPOSED SIGN LOCATION N AT D SBLV RNOR GOVE AT 400 LVD 27 . 7160 MAI 50 6 NOR B 2 0 NGOR 2/ 5 E 0 1 S ALM .D 67 ET R D.R TRE ERNO DS V GO FOR BO UL RAD Y ONL EV Y AR N.B ONL P D O GO 2 05 06716 02 8800 200 T TAYLOR FREDERI CK G D.R.D11512/27 VE 1 29 6 0 .SR. S 7 RN 6 V 50 CE 2 0 S BRU 2/ 225 750 0 OR ER AY .D 9 54 S 02 D. R 6716 NA R. 50 ON 1 2 0 LEY D / 30 KEL .O 40 R D. OP 00 2 91 ST 6716 0 OF 0 TY 2 05 VER,CI 58 DO 41/2 D.R.B 600 27 716 0 EFAN 6 T 50 KIS 77 2 0 LOWS 10/ KOZ 120 R.D D. EET S STR ROS 0 930 C 6 02 LL 671 ES I , 05 0 PERT 2 2 PRO 0439/ 18 AB MO R. D1 D. PROPOSED FLEX POSTS TO CLOSE ACCESS TO ROADWAY 0 0 670 870 6 02 R. 02 C. 671 BLE 16 5 0 N MA 0 67 S 0 50 AME 2 SO 82/ 10 2 0 ZER J 4/ 30 RRI A 3 MO R.D 3 FR R.X D. D. EET S STR ROS 860 0 400 29 02 6 0 N T. P 16 B. 71 67 SA 6 EA 50 LI 50 J 2 05 06716 02 6600 EFEVRE TRUSTEE O ST 2 0 TRONA 9/ CU D.R.L 3 91 2 0 HENS / HITC D.R.Y 26 412 RNES J BEI L I LL R.D 7549/ D. 36 AT D BLV 0 OP 850 ORS 6 02 K P. 671 DERIC 50 2 0 E FRE 4/ ERN Z 199 6 ST N 3 700 FRA R. D 28 D. GOV 716 0 S C. 6 50 AME 2 0 ZER J 4/ 30 RA 3 Y F R.X D. BO ONL UL 2 05 06716 02 8700 EV FRAZER JAMES C. AR D.R. X 34/30 D Y ONL 0 840 02 NE GO 6 671 ERI 5 0 CATH 79 20 I VE SC K ME .D11 524/ RN D.R 950 0 OR 6716 02 A N P. S 50 2 0 ELLO SUS 4 19 / ROS R.I25 D. 300 28 716 0 NIL. 6 ON 50 J 2 0 SKEE 80/ 17 OL 1 ET W D 7 D.R. TRE DS FOR RAD 2 05 06716 02 6400 AS A. N.B VANSANT DOUGL 0 820 R. R 25/ D. 101 6 02 A. 671 NA 5 0 S DON 7 2 0 HI N 28 C 19/ HUT . .Q AT DR GOVERNORS BLVD NOTE: 1. MARKED CROSSWALKS MAY REQUIRE SOME PEDESTRIAN INFRASTRUCTURE IMPROVEMENTS. 2. CUSTOM NO THRU/LEFT SIGN AND AT GOVERNORS BLVD PLAQUE SHALL BE INSTALLED AS SHOWN FACING SEE NOTE FOR PROPOSED SB BRADFORD ST AT WALKER RDINTERSECTION AND FACING NB BRADFORD ST COLUMBIA AVE INTERSECTION. SIGN LOCATION CONTRACT SECTION SCALE GOVERNORS BLVD AND ROAD NO. X ALTERNATIVE 1D - CROSSWALKS, TXXXXXXXXX RKK 0 30 60 90 STOP BARS, EDGE LINE ROSS STREET COUNTY DESIGNED BY: LMW EXTENSIONS, FLEX POSTS AND SHEET NO. $D ATE$ $TI M E$ $FI LE$ FEET DOVER, DE KENT CHECKED BY: MAG STRIPED BUMPOUTS 16

Item 6. PROPOSED TWO (2) R5-1 'DO NOT ENTER' SIGNS AT N BRADFORD ST AND WALKER RD INTERSECTION N 400 27 . 7160 MAI 50 6 NOR 2 0 NGOR 2/ 5 E 0 1 ALM .D 67 ET D.R TRE DS FOR BO UL RAD EV AR N.B D GO 2 05 06716 02 8800 TAYLOR FREDERI CK G 200 D.R.D11512/27 VE 71 29 6 0 .SR. RN 6 V 50 CE 2 0 S BRU 2/ 225 750 0 OR ER AY .D 9 54 S 02 D. R 6716 NA R. 50 ON 1 2 0 LEY D / 30 KEL .O 40 P R D. O T S WAY ONE OP 00 2 91 ST 6716 0 OF 0 TY 2 05 VER,CI 58 DO 41/2 D.R.B 600 27 716 0 EFAN 6 T 50 KIS 77 2 0 LOWS 10/ KOZ 120 R.D D. EET S STR ROS 0 930 C AY 6716 02 ES I ,LL 5 0 PERT ON 0 182 E W 2 PRO 0439/ AB MO R. D1 E W D. ON AY Y WA 0 0 670 870 02 ON 16 E R. 6 02 C. 67 BL 671 S 05 0 N MA 0 50 AME 10 2 0 ZER J 4/ E W 2 SO 82/ E 30 RRI A 3 MO R.D 3 FR D. ON D.R.X AY EET S STR ROS 860 0 400 29 02 6 0 N T. P 16 B. 71 67 SA 6 EA 50 LI 50 J 2 05 06716 02 6600 EFEVRE TRUSTEE O ST 2 0 TRONA 9/ CU D.R.L 3 91 2 0 HENS / HITC D.R.Y 26 412 RNES J BEI L I LL R.D 7549/ D. 36 0 OP 850 6 02 K P. 671 DERIC 50 2 0 E FRE 4/199 Z 6 ST WAY N 3 700 FRA R. D 28 D. 6 0 S C. ONE 671 50 AME 2 0 ZER J 4/ 30 FRA 3 R.X D. BO UL 2 05 06716 02 8700 EV FRAZER JAMES C. AR D.R. X 34/30 D 0 840 02 NE GO 6 671 ERI 5 0 CATH 79 20 I VE SC K ME .D11 524/ RN D.R 950 0 OR 6716 02 A N P. S 50 2 0 ELLO SUS 4 19 / ROS R.I25 D. 300 28 716 0 NIL. 6 ON 50 J 2 0 SKEE 80/ 17 OL 1 ET W D 7 D.R. TRE DS FOR RAD 2 05 06716 02 6400 AS A. N.B VANSANT DOUGL 0 820 R. R 25/ D. 101 6 02 A. 671 NA 5 0 S DON 7 2 0 HI N 28 C 19/ HUT . .Q DR NOTE: 1. MARKED CROSSWALKS MAY REQUIRE SOME PEDESTRIAN INFRASTRUCTURE IMPROVEMENTS. PROPOSED TWO (2) R5-1 'DO NOT ENTER' SIGNS AT N BRADFORD ST 2. IF ALL-WAY STOP CONTROL IS IMPLEMENTED IN ADDITION TO THE OUTLINED DRAFT AND COLUMBIA AVE INTERSECTION IMPROVEMENTS, PEDESTRIAN WARNING SIGNS WOULD BE ELIMINATED. CONTRACT SECTION ROAD NO. X ALTERNATIVE 2A - ONE WAY SCALE GOVERNORS BLVD AND TXXXXXXXXX RKK 0 30 60 90 ON BRADFORD STREET WITH ROSS STREET COUNTY DESIGNED BY: LMW CROSSWALKS, STOP BARS SHEET NO. $D ATE$ $TI M E$ $FI LE$ FEET DOVER, DE KENT CHECKED BY: MAG AND EDGE LINE EXTENSIONS 17

Item 6. PROPOSED TWO (2) R5-1 'DO NOT ENTER' SIGNS AT N BRADFORD ST AND WALKER RD INTERSECTION 400 27 . 7160 MAI 50 6 NOR 2 0 NGOR 2/ 5 E 0 1 ALM .D 67 ET D.R WAY ONE TRE DS BO FOR UL RAD EV AR N.B D POSSIBLE LOCATION FOR 2 05 06716 02 8800 GO CURBED BUMPOUT TAYLOR FREDERI CK G VE 29 200 D.R.D11512/27 RN 6716 0 .SR. V 50 CE OR 2 0 S BRU 2/ ER 54 225 S AY .D 9 0 750 R 02 D. 6716 NA R. 50 ON 1 2 0 LEY D / 30 KEL .O 40 P R D. O T S OP 00 2 91 ST 6716 0 OF 0 TY 2 05 VER,CI 58 DO 41/2 D.R.B 600 27 716 0 EFAN 6 T 50 KIS 77 2 0 LOWS 10/ KOZ 120 R.D D. EET S STR ROS 0 930 C AY 6716 02 ES I ,LL 5 0 PERT ON 0 182 E W 2 PRO 0439/ AB MO R. D1 E W D. ON AY Y WA 0 0 670 870 02 ON 16 E R. 6 02 C. 67 BL 671 S 05 0 N MA 0 50 AME 10 2 0 ZER J 4/ E W E 2 SO 82/ 30 RRI ON A 3 MO R.D 3 FR R.X D. D. AY EET S STR ROS 860 0 400 29 02 6 0 N T. P 16 B. 71 67 SA 6 EA 50 LI 50 J 2 05 06716 02 6600 EFEVRE TRUSTEE O ST 2 0 TRONA 9/ CU D.R.L 3 91 2 0 HENS / HITC D.R.Y 26 412 RNES J BEI L I LL R.D 7549/ D. 36 0 OP 850 6 02 K P. 671 DERIC 50 2 0 E FRE 4/199 Z 6 ST N 3 700 FRA R. D 28 D. 716 0 S C. 6 50 AME 2 0 ZER J 4/ 30 POSSIBLE LOCATION FOR CURBED FRA 3 R.X D. BUMPOUT BO UL 2 05 06716 02 8700 EV FRAZER JAMES C. AR D.R. X 34/30 D 0 840 02 NE GO 6 671 ERI 5 0 CATH 79 20 I VE SC K ME .D11 524/ RN D.R 950 0 OR 6716 02 A N P. S 50 2 0 ELLO SUS 4 WAY 19 / ROS R.I25 D. ONE 300 28 716 0 NIL. 6 ON 50 J 2 0 SKEE 80/ 17 OL 1 ET W D 7 D.R. TRE DS FOR RAD 2 05 06716 02 6400 AS A. N.B VANSANT DOUGL 0 820 R. R 25/ D. 101 6 02 A. 671 NA 5 0 S DON 7 2 0 HI N 28 C 19/ HUT . .Q DR NOTE: 1. MARKED CROSSWALKS MAY REQUIRE SOME PEDESTRIAN INFRASTRUCTURE IMPROVEMENTS. PROPOSED TWO (2) R5-1 'DO NOT 2. IF ALL-WAY STOP CONTROL IS IMPLEMENTED IN ADDITION TO THE OUTLINED ENTER' SIGNS AT N BRADFORD ST DRAFT IMPROVEMENTS, PEDESTRIAN WARNING SIGNS WOULD BE ELIMINATED. AND COLUMBIA AVE INTERSECTION CONTRACT SECTION GOVERNORS BLVD AND ROAD NO. X ALTERNATIVE 2B - ONE SCALE TXXXXXXXXX RKK 0 30 60 90 WAY ON BRADFORD ROSS STREET COUNTY DESIGNED BY: LMW STREET WITH STRIPED SHEET NO. $D ATE$ $TI M E$ $FI LE$ FEET DOVER, DE KENT CHECKED BY: MAG BUMPOUTS 18

Item 6. ST ROS S ST ROS S N 400 27 . 7160 MAI 50 6 NOR 2 0 NGOR 2/ 5 E 0 1 ALM .D 67 ET D.R TRE DS BO FOR UL RAD EV AR NO N.B D T TLE 2 05 06716 02 8800 GO OU TAYLOR FREDERI CK G VE 29 200 D.R.D11512/27 RN 6716 0 .SR. V 50 CE OR 2 0 S BRU 2/ ER 54 225 S AY .D 9 0 750 02 16 NA R. 10 D. R 50 67 ON 1 0' 2 0 LEY D / 30 -0" KEL .O 40 P R D. O T S OP 00 2 91 ST 6716 0 OF 0 TY 2 05 VER,CI 58 DO 41/2 D.R.B 27 600 EET 716 0 EFAN S STR 50 6 T KIS 77 2 0 LOWS 10/ ROS KOZ 120 R.D D. 0 PROPOSED FLEX POSTS TO 930 C 6 02 LL 671 ES I , CLOSE ACCESS TO ROADWAY 05 0 PERT 2 2 PRO 0439/ 18 AB MO R. D1 D. 0 0 670 870 6 02 R. 02 C. 671 BLE 16 5 0 N MA 0 67 S 0 50 AME 2 SO 82/ 10 2 0 ZER J 4/ 30 RRI A 3 MO R.D 3 FR R.X D. D. PROPOSED FLEX POSTS TO CLOSE ACCESS TO ROADWAY EET S STR ROS 860 0 400 29 02 6 0 N T. P 16 B. 71 67 SA 6 EA 50 LI 50 J 2 05 06716 02 6600 EFEVRE TRUSTEE O ST 2 0 TRONA 9/ CU D.R.L 3 91 2 0 HENS / HITC D.R.Y 26 412 RNES J BEI L I LL R.D 7549/ D. 36 0 OP 850 6 02 K P. 671 DERIC 50 2 0 E FRE 4/199 10 Z 6 ST N 3 700 FRA R. D 28 6 0 S C. 0' D. 50 671 AME -0" 2 0 ZER J 4/ 30 RA 3 NO F R.X D. BO UL ET TRE T 2 05 06716 02 8700 TLE EV DS FRAZER JAMES C. AR OU D.R. X 34/30 D FOR 0 840 02 NE GO 6 671 ERI RAD 5 0 CATH 79 20 I VE SC K ME .D11 524/ N.B RN D.R 950 0 OR 6716 02 A N P. S 50 2 0 ELLO SUS 4 19 / ROS R.I25 D. 300 28 716 0 NIL. 6 ON 50 J 2 0 SKEE 80/ 17 OL 71 W D D.R. 2 05 06716 02 6400 VANSANT DOUGL AS A. 0 820 R. R 25/ D. 101 6 02 A. 671 NA 5 0 S DON 7 2 0 HI N 28 C 19/ HUT . .Q DR NOTE: 1. MARKED CROSSWALKS MAY REQUIRE SOME PEDESTRIAN INFRASTRUCTURE IMPROVEMENTS. 2. IF ALL-WAY STOP CONTROL IS IMPLEMENTED IN ADDITION TO THE OUTLINED DRAFT ROSS ST ROSS ST IMPROVEMENTS, PEDESTRIAN WARNING SIGNS WOULD BE ELIMINATED. CONTRACT SECTION SCALE GOVERNORS BLVD AND ROAD NO. X TXXXXXXXXX RKK 0 30 60 90 ALTERNATIVE 3A - ROSS ROSS STREET COUNTY DESIGNED BY: LMW STREET CLOSURE SHEET NO. $D ATE$ $TI M E$ $FI LE$ FEET DOVER, DE KENT CHECKED BY: MAG 19

Item 6. ST ROS S ST ROS S N 400 27 . 7160 MAI 50 6 NOR 2 0 NGOR 2/ 5 E 0 1 ALM .D 67 ET D.R TRE DS BO FOR UL RAD EV AR NO N.B D T TLE 2 05 06716 02 8800 GO OU TAYLOR FREDERI CK G VE 29 200 D.R.D11512/27 RN 6716 0 .SR. V 50 CE OR 2 0 S BRU 2/ ER 54 225 S AY .D 9 0 750 02 16 NA R. 10 D. R 50 67 ON 1 0' 2 0 LEY D / 30 -0" KEL .O 40 P R D. O T S OP 00 2 91 ST 6716 0 OF 0 TY 2 05 VER,CI 58 DO 41/2 D.R.B 27 600 EET 716 0 EFAN S STR 50 6 T KIS 77 2 0 LOWS 10/ ROS KOZ 120 R.D D. 0 PROPOSED FLEX POSTS TO 930 C 6 02 LL 671 ES I , CLOSE ACCESS TO ROADWAY 05 0 PERT 2 2 PRO 0439/ 18 AB MO R. D1 D. 0 0 670 870 6 02 R. 02 C. 671 BLE 16 5 0 N MA 0 67 S 0 50 AME 2 SO 82/ 10 2 0 ZER J 4/ 30 RRI A 3 MO R.D 3 FR R.X D. D. PROPOSED FLEX POSTS TO CLOSE ACCESS TO ROADWAY EET S STR ROS 860 0 400 29 02 6 0 N T. P 16 B. 71 67 SA 6 EA 50 LI 50 J 2 05 06716 02 6600 EFEVRE TRUSTEE O ST 2 0 TRONA 9/ CU D.R.L 3 91 2 0 HENS / HITC D.R.Y 26 412 RNES J BEI L I LL R.D 7549/ D. 36 0 OP 850 6 02 K P. 671 DERIC 50 2 0 E FRE 4/199 10 Z 6 ST N 3 700 FRA R. D 28 6 0 S C. 0' D. 50 671 AME -0" 2 0 ZER J 4/ 30 RA 3 NO F R.X D. BO UL ET TRE T 2 05 06716 02 8700 TLE EV DS FRAZER JAMES C. AR OU D.R. X 34/30 D FOR 0 840 02 NE GO 6 671 ERI RAD 5 0 CATH 79 20 I VE SC K ME .D11 524/ N.B RN D.R 950 0 OR 6716 02 A N P. S 50 2 0 ELLO SUS 4 19 / ROS R.I25 D. 300 28 716 0 NIL. 6 ON 50 J 2 0 SKEE 80/ 17 OL 71 W D D.R. 2 05 06716 02 6400 VANSANT DOUGL AS A. 0 820 R. R 25/ D. 101 6 02 A. 671 NA 5 0 S DON 7 2 0 HI N 28 C 19/ HUT . .Q DR NOTE: 1. MARKED CROSSWALKS MAY REQUIRE SOME PEDESTRIAN INFRASTRUCTURE IMPROVEMENTS. DRAFT ROSS ST ROSS ST 2. IF ALL-WAY STOP CONTROL IS IMPLEMENTED IN ADDITION TO THE OUTLINED IMPROVEMENTS, PEDESTRIAN WARNING SIGNS WOULD BE ELIMINATED. CONTRACT SECTION GOVERNORS BLVD AND ROAD NO. X SCALE TXXXXXXXXX ALTERNATIVE 3B - ROSS RKK 0 30 60 90 ROSS STREET COUNTY DESIGNED BY: LMW STREET CLOSURE AND SHEET NO. $D ATE$ $TI M E$ $FI LE$ FEET STRIPED BUMPOUTS DOVER, DE KENT CHECKED BY: MAG 20

Item 6. 5' 16' 28' 16' 5' SIDEWALK MINI TRAFFIC ROUNDABOUT MINI TRAFFIC SIDEWALK CIRCLE LANE CIRCLE LANE RAISED EXIST. TYPE 2 TYPE 1-2 CENTER ISLAND TYPE 1-6 TYPE 2 EXIST. BO UL P.C.C. CURB P.C.C. CURB GROUND P.C.C. CURB P.C.C. CURB GROUND EV AR D 400 160 27 AI. GO ALTERNATIVE 5 - URBAN MINI TRAFFIC CIRCLE 7 M NOR VE 6 TYPE 1-6 TYPE 1-6 P.C.C. CURB2 0 50 R 5 P.C.C. CURB TYPICAL SECTION A-A O 1 ENG 02/ RN NOT TO SCALE ALM .D 67 R D. OR S ET TRE 2 05 06716 02 8800 TAYLOR FREDERI CK G 200 29 DS D.R.D11512/27 716 0 .SR. 6 V 50 CE 2 0 S BRU 2/ 225 FOR ER 54 750 0 AY .D 9 02 D. R RAD 6716 NA R. 50 ON 1 2 0 LEY D / 30 N.B KEL .O 40 R D. 00 2 91 6716 0 OF 0 TY 2 05 VER,CI 58 DO 41/2 D.R.B 600 27 716 0 EFAN 6 T 50 KIS 77 2 0 LOWS 10/ KOZ 120 R.D D. 16 EET 0 '- S STR 02 930 C 0" ROS 6716 ES I ,LL 05 0 PERT 2 2 PRO 0439/ 18 AB MO R. D1 A D. 56 '- 0" 39 '- 0" 0 0 670 870 6 02 R. 02 C. 671 BLE 16 5 0 N MA 0 67 S 0 50 AME 2 SO 82/ 10 2 0 ZER J 4/ 30 RRI A 3 MO R.D 3 FR R.X D. 16 D. '- 0" A EET S STR ROS 860 0 400 29 16 02 B. 716 0 N T. 67 SA 6 EA 50 LI 50 J 2 0 TRONA 9/ 91 2 0 HENS / 412 ITC 26 CU 3 H R.Y D.R.L D. 2 05 06716 02 6600 RNES J BEI L I LLEFEVRE TRUSTEE R.D 7549/ D. 36 0 850 6 02 K P. 671 DERIC 50 2 0 E FRE 4/199 NZ 36 700 FRA R. D 28 ET 16 0 S C. D. 67 AME TRE 50 2 0 ZER J 4/ 30 FRA 3 R.X DS D. FOR 2 05 06716 02 8700 RAD FRAZER JAMES C. D.R. X 34/30 N.B 0 840 6 02 NE 671 ERI 5 0 CATH 79 20 IC K 24/ S ME .D11 5 D.R 0 950 02 P. 6716 A N 50 SUS 4 2 0 ELLO 19 / ROS R.I25 D. 300 28 716 0 NIL. 6 ON 50 J 2 0 SKEE 80/ 17 BO W OL D 71 UL D.R. EV AR D LEGEND GO 2 05 06716 02 6400 VE VANSANT DOUGL AS A. RN 0 ROW LINE PROPOSED TRUCK APRON 820 R. R 25/ D. 101 OR 6 02 A. 671 NA S 5 0 S DON 7 2 0 HI N 8 2 C 19/ HUT . .Q DR PCC CURB PROPOSED TOPSOIL / SEEDING PROPOSED RAISED CENTER PEDESTRIAN CONNECTION ISLAND NOTE: PROPOSED SIDEWALK 1. MARKED CROSSWALKS MAY REQUIRE SOME PEDESTRIAN INFRASTRUCTURE IMPROVEMENTS. DRAFT 2. PROPOSED SIGNAGE WOULD BE INCLUDED AS PART OF TRAFFIC CONTROL DEVICE PLANS. FULL DEPTH PAVING ASPHALT CONTRACT SECTION SCALE GOVERNORS BLVD AND ROAD NO. X TXXXXXXXXX RKK 0 30 60 90 ALTERNATIVE 4 - URBAN ROSS STREET COUNTY DESIGNED BY: LMW MINI TRAFFIC CIRCLE SHEET NO. $D ATE$ $TI M E$ $FI LE$ FEET DOVER, DE KENT CHECKED BY: MAG 21

Item 1. From: dlegans@mac.com <dlegans@mac.com> Sent: Wednesday, April 5, 2023 5:56 PM To: Rocha, Gerald L., Sr <gerald.rocha@dover.de.us> Subject: FW: EXTERNAL: Re: Sidewalk and driveway aprons for Rail Haus Hi Councilman Rocha, I’d like to request a hearing with the utilities committee to apply for a waiver for this sidewalk work mentioned below. Please note the following on this request: We have approved plans and completed the DAC meetings (both attached). We’ve had pre- construction meetings with all relevant city agencies and have signed permits for the site and building plans. All of our work is according to these plans and this new requirement was never brought up at any one of the back forth between my engineers (Becker Morgan), myself or brought up as an area of concern. After work has started, Public Works gave Rail Haus the below options to get our Certificate of Occupancy. This isn’t acceptable. We checked all the boxes and did everything by the book. This is a public works mistake that it wasn’t caught previously in any of the above meetings or hearings. And now the work is pushed towards the developer. These driveways are not being used (stated on plans) and it fronts directly on the Senator Bikeway so there is no parking along this street for any vehicular access. We would spend this money on fixing an apron that won’t get used. This financial burden will be too much for the change order to our contractors. We would have applied for a waiver like the other 3 waivers we successfully applied for during the DAC approval process for this project in November 2021 had this been brought up. Furthermore, we would have moved the utilities if this was brought up during the permit process and avoided disturbing the existing driveway apron. But this was never brought up or mentioned. I hope you and City Council will consider this matter. Donny dlegans@mac.com 719-440-2870 From: Thompson, Paul <PThompson@dover.de.us> Sent: Wednesday, April 5, 2023 9:36 AM To: Donny Legans <dlegans@mac.com>; Johnson, Velvet <vjohnson@dover.de.us> 22

Item 1. Subject: RE: EXTERNAL: Re: Sidewalk and driveway aprons for Rail Haus Donny, Looks good, please contact Velvet or myself prior to doing the work. Thanks Paul Thompson Construction Manager City of Dover Department of Water & Wastewater P.O. Box 475 Dover, DE 19903 p: 302.736.7029 e: Pthompson@dover.de.us From: Donny Legans <dlegans@mac.com> Sent: Tuesday, April 4, 2023 4:02 PM To: Thompson, Paul <PThompson@dover.de.us>; Johnson, Velvet <vjohnson@dover.de.us> Subject: EXTERNAL: Re: Sidewalk and driveway aprons for Rail Haus WARNING: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Let me know if I missed anything and if you agree with the options below. I know it’s 4 inch of state mix for the sidewalk. Donny 719.440.2870 On Apr 4, 2023, at 2:30 PM, dlegans@mac.com wrote: Hi Paul/Velvet, Thanks for coming to the site today. Below is the wording I’m giving to Dixon construction and wanted to make sure we are good on this scope of work. Public Works has given Rail Haus 3 options essentially (the 4th is a non -starter) since both driveways aren’t used or intended for any vehicular traffic: Option 1: continue the sidewalk path (4ft or 5ft) across the apron. We would need to raise the height to match the existing sidewalk height. We can leave the curb and slope 23

Item 1. where the road verge (devil strip) goes and replace with seed or turf. Option 2: Same as above but now we remove the curb and apron slope and bring an upright curb across the apron. 24

Item 1. Option 3: We put in ADA compliant driveway aprons in both existing driveways. Option 4: replace the disturbed concrete and get our CO. Then in 6 months do one of the three options above. Option 5: The city waives the requirement completely and we do as our approved plans say. Meaning we replace the disturbed concrete as our plans state. It is not lost on me that 500 feet away the city is removing and replacing sidewalks at the corner of West and Mary. Donny dlegans@mac.com 719-440-2870 25

24x36 Item 1. STABILIZATION AND SEEDING NOTES : 1. PERMANENT SEEDING : 24x36 A. SHALL BE CONDUCTED YEAR AROUND. N N B. SEED BED PREPARATION : SHALL BE IN ACCORDANCE WITH DE-ESC-3.4.3, SHEET 4 OF 4 (C-504). C. SOIL AMENDMENTS : FERTILIZER AND LIME APPLICATION SHALL BE IN ACCORDANCE WITH DE-ESC-3.4.3, 24x36 SHEET 4 OF 4 (C-504). ET TRE NW L S D. SEEDING : APPLY PERMANENT SEEDING MIX #7. C ECI APPLY SEED UNIFORMLY WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER OR NW EET HYDROSEEDER. ALL SEED WILL BE APPLIED AT THE RECOMMENDED RATE AND PLANTING EST EET 24x36 STR DEPTH, IN ACCORDANCE WITH DE-ESC-3.4.3 (C-504). ET STR TRE IL S E. MULCH : IMMEDIATELY AFTER SEEDING, UNIFORMLY MULCH ENTIRE AREA WITH STRAW AT A RATE . N CEC EST OF 2 TONS PER ACRE MINIMUM. ALL MULCHING SHALL BE DONE IN ACCORDANCE WITH STR EET 24x36 DETAIL DE-ESC-3.4.5 (C-504). FUL T ON ARCH I T E C TURE F. TOPSOIL : ALL AREAS TO BE PERMANENTLY SEEDED SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. SITE SITE ENG I NE E R I NG 2. TEMPORARY STABILIZATION : R EET Delaware A. PROVIDE SEED BED SAME AS 1-B ABOVE. TO N ST FUL 24x36 309 South Governors Avenue B. APPLY MIX NO. 5 (ANNUAL RYEGRASS) IN ACCORDANCE WITH DETAIL DE-ESC-3.4.3, SHEET 1 OF 4. Dover, DE 19904 C. MULCH SAME AS 1-E ABOVE. 302.734.7950 24x36 3. IF TEMPORARY STABILIZATION IS REQUIRED, PERMANENT SEEDING SHALL BE PERFORMED AS SOON AS POSSIBLE. The Tower at STAR Campus 4. ALL FILL SLOPE AREAS SHOWN ON PLAN ARE TO BE STABILIZED AS PER STATEMENT 1 OR 2 ABOVE IMMEDIATELY AFTER 100 Discovery Boulevard, Suite 102 COMPLETION OF GRADING OPERATIONS FOR THESE SLOPES. Newark, DE 19713 24x36 5. EROSION CONTROL MATTING IS REQUIRED ON ALL SLOPES OF 3:1 OR GREATER AND IN AREAS OF CONCENTRATED FLOW. 302.369.3700 Maryland 60' RIGHT-OF-WAY "LOCAL ROAD" SEDIMENT AND STORMWATER CONSTRUCTION NOTES: JOB #: 2021032.00 REVISED: 08/31/21 KENT COUNTY, DELAWARE KENT COUNTY, DELAWARE 312 West Main Street, Suite 300 FULTON STREET 24x36 1. THE KENT CONSERVATION DISTRICT (KCD) MUST BE NOTIFIED IN WRITING FIVE (5) DAYS PRIOR TO COMMENCING WITH VICINITY MAP SCALE: 1" = 1200' VICINITY MAP SCALE: 1" = 400' Salisbury, MD 21801 CONSTRUCTION. FAILURE TO DO SO CONSTITUTES A VIOLATION OF THE APPROVED SEDIMENT AND STORMWATER 410.546.9100 MANAGEMENT PLAN. North Carolina SITE DATA 2. 3. IF THE APPROVED PLAN NEEDS TO MODIFIED, ADDITIONAL SEDIMENT AND STORMWATER CONTROL MEASURES MAY BE 3333 Jaeckle Drive, Suite 120 (FULTON'S ADDITION - PLAT 1-25) 24x36 REQUIRED AS DEEMED NECESSARY BY KCD. 1. OWNER / DEVELOPER: 92 VENTURES Wilmington, NC 28403 4. FOLLOWING SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED FOR 910.341.7600 ALL PERIMETER SEDIMENT CONTROLS, SOIL STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT 139 AMERICAN AVE. SITE WITHIN FOURTEEN (14) CALENDAR DAYS UNLESS MORE RESTRICTIVE FEDERAL REQUIREMENTS APPLY. BENCH MARK: SET IRON ROD WITH CAP DOVER, DE 19901 www.beckermorgan.com 24x36 ELEVATION: 31.76' (NAVD 88) (302) 736-7005 5. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE EROSION AND SEDIMENT CONTROL N: 423202.52' (NAD 83 2007 DSP) HANDBOOK, LATEST EDITION. E: 622938.68' (NAD 83 2007 DSP) 2. ENGINEER / SURVEYOR: BECKER MORGAN GROUP INC. 6. AT ANY TIME A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY THE AGENCY CONSTRUCTION SITE 309 SOUTH GOVERNORS AVENUE 24x36 REVIEWER FOR A NON-EROSIVE POINT OF DISCHARGE, AND A DEWATERING PERMIT SHALL BE APPROVED BY THE DNREC WELL FIP DOVER, DELAWARE 19904 PERMITTING BRANCH. EX. MH (302) 734-7950 F.H. GRATE: 31.40' INV.: 23.85' 3. PROPERTY MAP NUMBER: 2-05-07608-01-1600-00001 7. THE NOTICE OF INTENT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER A NPDES 4. ZONING CLASSIFICATION: EXISTING: C-2A (LIMITED CENTRAL COMMERCIAL) / (CITY OF DOVER) 24x36 GENERAL PERMIT FOR THIS PROJECT IS #_6756. PROPOSED: C-2A (LIMITED CENTRAL COMMERCIAL) / (CITY OF DOVER) 8" FIRE EX. MH 8. IF AT ANY TIME THE OWNERSHIP FOR THIS PROJECT CHANGES, A TRANSFER OF AUTHORIZATION OR A CO-PERMITTEE GRATE: 32.88' INV.: 25.71' NORTH WEST STREET 5. DEED SUMMARY: DEED BOOK: 12226 PAGE: 174 APPLICATION MUST BE SUBMITTED TO DNREC. THE PERMITTEE OF RECORD SHALL NOT BE RELIEVED OF THEIR 60' RIGHT-OF-WAY "LOCAL ROAD" RESPONSIBILITY UNTIL A NOTICE OF TERMINATION HAS BEEN PROCESSED BY DNREC. (FULTON'S ADDITION - PLAT 1-25) 6. PREVIOUS USE: INDUSTRIAL / MANUFACTURING (CURRENTLY VACANT BUILDING) 24x36 9. THE OWNER SHALL BE FAMILIAR WITH AND COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION GENERAL PERMIT 7. PROPOSED USE: EATING ESTABLISHMENT ASSOCIATED WITH THE PROJECT, INCLUDING, BUT NOT LIMITED TO, PERFORMING WEEKLY SITE INSPECTION DURING 8. TOTAL LOT AREA: 0.839 ACRES ± CONSTRUCTION AND AFTER RAIN EVENTS AND MAINTAINING WRITTEN LOGS OF THESE INSPECTIONS. 9. BUILDING AREA: BUILDING EX. AREA (SQFT) PR. AREA (SQFT) 24x36 10. BEFORE ANY EARTHWORK OR EXCAVATION TAKES PLACE THE CONTRACTOR SHALL CALL MISS UTILITY AT 811 OR RESTAURANT 2,559 SQFT +/- EXISTING SIDEWALK EXISTING SIDEWALK 1-800-282-8555 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, TO HAVE ALL EXISTING UTILITY MARKED ONSITE. S 16° 26' 48" E 169.84' KITCHEN ADDITION 390 SQFT +/- FIRC FIP 11. THE CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN RUNOFF OR WIND FROM LEAVING THE X X X X X X X X X X ACCESSORY STRUCTURE 169 SQFT +/- S 73° 42' 45" W X X X X X X X TOTALS: 3,118 SQFT +/- 99.05' SITE. PERIMETER CONTROLS SHALL BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL N = 422990.33' X SEDIMENT FROM LEAVING THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED HALF OF THE X X E = 622948.13' 24x36 10. IMPERVIOUS COVERAGE: TOTAL EXISTING: 0.797 ACRES (95%) EFFECTIVE CAPACITY OF THE CONTROL. IN ADDITION, THE CONTRACTOR MAY NEED TO ADJUST OR ALTER MEASURES IN TIME TO BE REMOVED: 0.79 ACRES (100%) FULTON STREET OF ADVERSE WEATHER CONDITIONS, OR AS DIRECTED BY THE AGENCY CONSTRUCTION SITE INSPECTOR. X LANDS N/F X TO BE ADDED: 0.44 ACRES (55.2%) X 12. BEST AVAILABLE TECHNOLOGY (BAT) SHALL BE EMPLOYED TO MANAGE TURBID DISCHARGES IN ACCORDANCE WITH DONNY LEGANS TOTAL PROPOSED: 0.44 ACRES (52.4%) "UNIMPROVED" 24x36 REQUIREMENTS OF 7. DEL C. CH. 60, REGULATIONS GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN T.P. 2-05-076.08-01-16.00-00001 11. PARKING CALCULATION: C-2A ZONE: EXISTING BUILDING DEED REF. D12226-174 X AS SPECIAL CONDITIONS FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES, AND DEPARTMENT RESTAURANT: 1 SPACE / 4 SEATS TEAL CONSTRUCTION, INC. X T.P. 2-05-06708-01-0900-00001 X FOOT PRINT = 2,559 S.F.± POLICIES, PROCEDURES, AND GUIDANCE. F.F. ELEV. = 32.75' 36,623 SQ. FT.± REQUIRED: 1 SPACE / 4 SEAT + 1 SPACE / 3 BAR SEATS 51.02' ZONING - C2-A EXISTING BUILDING PROVIDED: 64 SEATS INDOOR / 4 = 16 SPACES 13. PERIODIC MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES IS REQUIRED TO INSURE EFFECTIVE SEDIMENT CONTROL. X (LIMITED CENTRAL COMMERCIAL) X 24x36 X 7 BAR SEATS INDOOR / 3 = 3 SPACES INSPECTION OF ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE MADE AT LEAST WEEKLY AND AFTER EACH LANDS N/F 36 SEATS SEASONAL OUTDOOR / 4 = 9 SPACES DEED REF. 8016-219 RAINFALL EVENT. REPAIRS SHALL BE MADE WITHIN 24 HOURS OF THE RAIN EVENT OR WHEN OTHERWISE IDENTIFIED. LANDS N/F FIP X SHERMITT HOLDING COMPANY LLC X 9 BAR SEATS SEASONAL OUTDOOR / 3 = 3 SPACES S 73° 42' 45" W 14. TO PREVENT OR REDUCE THE MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THE SITE SHALL BE SPRINKLED WITH X T.P. 2-05-06708-01-1500-00001 REQUIRED: 31 SPACES WATER UNTIL THE SURFACE IS MOIST AND REPEATED AS NECESSARY. ALTERNATIVE METHODS OF DUST CONTROL REQUIRE DEED REF. 8397-73 X PROVIDED: 25 SPACES (2 HANDICAP SPACES) 24x36 APPROVAL OF KCD. ZONING - M ZONING - M X 12. BICYCLE PARKING: REQUIRED: 1 BICYCLE SPACE PER 20 PARKING SPACES. = 2 SPACES X X 15. IT SHALL BE THE RESPONSIBILITY OF THE SITE CONTRACTOR TO MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL X PROVIDED: 35 SPACES N 73° 40' 17" E AND STORMWATER MANAGEMENT PRACTICES DURING UTILITY INSTALLATION. 13. TREE PLANTING CALCULATION: REQUIRED: 1 / 3,000 S.F. ; 35,720 / 3,000 = 12 TREES X X 24x36 16. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT TRACKING OF MUD ONTO PUBLIC X PROPOSED: 23 TREES 60' RIGHT-OF-WAY "LOCAL ROAD" X WAYS BY A STABILIZED CONSTRUCTION ENTRANCE. 14. DUMPSTER CALCULATIONS: RESTAURANT: TWO REQUIRED FOR THE FIRST 3,000 SQFT, ONE FOR EACH X ADDITIONAL 3,000 S.F. 17. KCD RESERVES THE RIGHT TO ENTER PRIVATE PROPERTY FOR PURPOSES OF PERIODIC SITE INSPECTION. X X X CECIL STREET REQUIRED: 2,920 S.F. - 3,000 S.F. 51.70' 18. SOIL STOCKPILE AREAS MUST BE DELINEATED. LOCATE STOCKPILES ON AREAS WITH LITTLE OR NO SLOPE. STOCKPILES MUST 24x36 BE SURROUNDED WITH SILT FENCE OR A STABILIZED EARTHEN BERM. STOCKPILE AREAS MUST BE SEEDED WITH TEMPORARY REQUIRED: 2 DUMPSTERS X SEEDING MIXTURE AND MULCHED. X X RADIUS: 3899.33' PROPOSED: 2 DUMPSTERS (PRIVATE COLLECTION) ARC LENGTH: 96.44' FIP (ENCLOSURE DETAILS PROVIDED ON THE ARCHITECTURAL 19. KCD RESERVES THE RIGHT TO ADD, DELETE, MODIFY OR OTHERWISE ALTER THE SEDIMENT CONTROL PROVISIONS OF THIS X FIRC PLANS FOR THIS PROJECT AND SHALL BE CONSTRUCTED CHD. BRG: N 34° 14' 08" W (FULTON'S ADDITION - PLAT 1-25) PLAN IN THE EVENT ADDITIONAL PROTECTION BECOMES NECESSARY. X X X PER CITY OF DOVER REQUIREMENTS) 24x36 CHD. LENGTH: 96.44' X TEAL CONSTRUCTION, INC. 20. EROSION AND SEDIMENT CONTROL WILL BE STRICTLY ENFORCED. PROJECT TITLE T.P. 2-05-06708-01-0400-00001 X 15. BULK STANDARDS 31. KCD SHALL BE NOTIFIED WITHIN 30 BUSINESS DAYS IF THE PROPERTY OWNERSHIP IS TRANSFERRED TO A NEW PERSON OR X X REQUIRED: PROVIDED X X ENTITY. LOT DEPTH (FT.): 100' 102' X X FRONT YARD (FT.): 15' 14.7' (EX.) RAIL LANDS N/F 24x36 32. KCD MAY SEEK ENFORCEMENT ACTION AGAINST ANY OWNER DEEMED NEGLIGENT IN FULFILLING THE OPERATION AND DEED REF. E26-447 X X SIDE YARD (FT.): 0' OR 5' MIN. 5' MIN. MAINTENANCE REQUIREMENTS OF THE DELAWARE SEDIMENT AND STORMWATER REGULATIONS. X REAR YARD (FT.): 5' AT GROUND, 20' 20' 33. KCD SHALL BE CONTACTED IF A CONCERN ARISES REGARDING A STORMWATER MANAGEMENT FACILITY, BEFORE ANY NON-ROUTINE MAINTENANCE, OR IF MODIFICATIONS TO THE FACILITY ARE DESIRED. X X X X RADIUS: 3849.33' YARD ADJOINING ABOVE GROUND FLOOR 25' N/A HAUS ZONING - M 24x36 34. TREES SHALL NOT BE PLANTED, AND SHALL BE REMOVED IF FOUND GROWING, ON AND WITHIN 15 FEET OF ALL POND ARC LENGTH: 256.44' BENCH MARK: RESIDENTIAL ZONE: EMBANKMENTS, ON POND SLOPES, OR SAFETY BENCHES, AND WITHIN 10 FEET OF STRUCTURAL COMPONENTS. X 0' CHD. BRG: N 33° 02' 08" W SET IRON ROD WITH CAP ELEVATION: 32.67' (NAVD 88) BUILDING HEIGHT 1 92 N WEST STREET .7 STORIES: 6 +\- 18' 35. WHEN THE FACILITY IS EXCAVATED TO REMOVE ACCUMULATED SEDIMENT, THE DISPOSAL AREA SHALL BE PERMANENTLY 145 CHD. LENGTH: 256.40' N: 422923.52' (NAD 83 2007 DSP) 24x36 STABILIZED SO THAT IS DOES NOT RECREATE AN EROSION PROBLEM. ANY MATERIAL TAKEN OFF-SITE SHALL STILL BE UTILIZED E: 622819.75' (NAD 83 2007 DSP) FEET: 75' DOVER E OR DISPOSED IN AN APPROVED DNREC MANNER. X 6' 38" KENT COUNTY, DELAWARE 36. NO HEAVY MACHINERY MAY TRAVERSE AN INFILTRATION SURFACE. N = 423324.53' FIPS 3 4° 5 25 16. SIGNAGE: FUTURE AND SEPARATE PERMIT SUBMISSION E = 622667.29' 17. WOODLANDS: EXISTING WOODLANDS = 0.00 ACRES± 37. EROSION CONTROL MATTING IS REQUIRED ON SLOPES OF 3:1 OR GREATER AND IN AREAS OF CONCENTRATED FLOW. MATTING X 52.76 ' X 24x36 FIRC TYPE IS TO BE NORTH AMERICAN GREEN S-75BN.(OR APPROVED EQUIVALENT) FIP 18. BUILDING HEIGHT: PERMITTED: 75' OR SIX STORIES PROPOSED: +/- 18' (EXISTING) TEAL CONSTRUCTION, INC. 38. FOR ALL EASEMENT AREAS AND THE 10' WIDE ACCESS WAYS TO ALL STORMWATER FACILITIES AND THEIR STRUCTURAL T.P. 2-05-06708-01-0500-00001 COMPONENTS, REGULAR MOWING SHALL BE PERFORMED TO KEEP THE GRASS 6" OR LESS; NO TREES OR SHRUBS SHALL BE 19. POSTED SPEED LIMIT: 25 MPH PLANTED, AND ANY FOUND GROWING SHALL BE REMOVED; AND NO PERMANENT STRUCTURES, SUCH AS FENCES OR SHEDS, 20. ROAD CLASSIFICATION: LOCAL "W 24x36 SHALL BE LOCATED WITHIN THE EASEMENT OR ACCESS WAY. 38 LANDS N/F 56' 21. STATE POLICY FOR SPENDING: INVESTMENT LEVEL 1 N 73° 39'X22" EX LANDS N/F ° DELAWARE RAILROAD REAL ESTATE AGENT DEED REF. E38-15 39. SEDIMENT CONTROL FOR UTILITY CONSTRUCTION IN AREAS OUTSIDE OF DESIGNED CONTROLS: N 34 T.P. 2-05-06708-01-4500-00001 22. SOURCE OF WATER: CITY OF DOVER a. EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH. DEED REF. E33-64 ZONING - TND 23. SOURCE OF SEWER: CITY OF DOVER 24x36 b. IMMEDIATELY FOLLOWING PIPE INSTALLATION THE TRENCH SHALL BE BACK FILLED, COMPACTED AND STABILIZED. c. TEMPORARY SILT FENCE OR STRAW BALE DIKES SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED 24. SOURCE OF ELECTRIC: CITY OF DOVER ZONING - M FCM AREA INTENDED TO REMAIN DISTURBED LONGER THAN ONE WORKING DAY. X 25. SOURCE OF GAS: CHESAPEAKE UTILITIES 40. AN APPROVED CONTAMINATED MATERIALS MANAGEMENT PLAN DATED NOVEMBER 29, 2021, LAST REVISED JANUARY 4, 2022 X 26. SURVEY BENCHMARK: NGS MONUMENTATION SHEET TITLE FIP ' HAS BEEN APPROVED BY DNREC AND IS AVAILABLE UPON REQUEST. .53 VERTICAL: NAVD88 - L37 162 24x36 27. MONUMENTATION: HORIZONTAL: NAD83 (2007) - DNREC EXISTING: 6 FOUND INDEX PLAN 24x36 PROPOSED: NONE TO BE SET . . RADIUS: 3899.33' 24x36 ARC LENGTH: 176.57' CHD. BRG: N 32° 13' 47" W . CHD. LENGTH: 176.56' 24x36 SHEET INDEX 24x36 GENERAL NOTES: NOTES-GENERAL-BLK C-001 COVER SHEET & OVERALL SITE PLAN 1. BOUNDARY AND TOPOGRAPHIC SURVEY DATA SHOWN HEREON WAS PREPARED BY BECKER MILL AND OVERLAY SPECIFICATIONS. C-101 OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN MORGAN GROUP, DOVER, DE., IN APRIL 2020. VERTICAL DATUM IS BASED ON NAVD 88. HORIZONTAL 14.HYDRANT CONNECTIONS BY THE CONTRACTOR ARE PROHIBITED. THIS METHOD MAY NOT BE C-201 SITE, SIGNAGE & STRIPING PLAN, AND UTILITY PLAN 0 15 30 60 DATUM IS BASED ON DELAWARE STATE PLANE NAD 83 (2011). UTILIZED DURING ANY PHASE OF THE PROJECT. C-401 GRADING PLAN 24x36 2. THE BOUNDARY LINES PORTRAYED HEREON HAVE BEEN ESTABLISHED BASED SOLELY ON PHYSICAL 15. ANY EXISTING WATER LINES NOT TO BE UTILIZED BY THE PROPOSED FACILITY MUST BE PROPERLY ABANDONED AT THE MAINS IN ACCORDANCE WITH THE CITY OF DOVER DEPARTMENT OF WATER & C-901 CONSTRUCTION DETAILS EVIDENCE DISCOVERED IN THE FIELD IN CONJUNCTION WITH DETERMINATIONS DERIVED FROM Do Not Explode - Select Scale WASTEWATER SPECIFICATIONS AND REQUIREMENTS. L-101 LANDSCAPING PLAN SOURCE OF TITLE AND ADJACENT DEED RECORD INFORMATION. 16. THE SITE CONTRACTOR SHALL CONTACT THE CITY OF DOVER DEPARTMENT OF WATER AND SCALE: 1" = 30' 3. PROPERTY SHOWN HEREON IS SUBJECT TO ANY RIGHT-OF-WAY, EASEMENTS, RESTRICTIONS, ETC. 24x36 AS MAY BE SHOWN OR NOTED IN ANY RECORD, PUBLIC OR OTHERWISE, OR ANY REQUIREMENT OR WASTEWATER CONSTRUCTION MANAGER AT (302) 736-7025 PRIOR TO THE START OF OWNERS CERTIFICATION CONSTRUCTION. A REPRESENTATIVE FROM THE CITY OF DOVER DEPAREMTN OF WATER AND ISSUE BLOCK REGULATION OF ANY PUBLIC AGENCY. WASTEWATER MUST OBSERVE AND APPROV ALL CITY OWNED WATER AND SANITARY SEWER I, THE UNDERSIGNED CERTIFY THAT ALL LAND CLEARING, CONSTRUCTION AND DEVELOPMENT SHALL BE DONE 4. THE EXISTING UTILITIES SHOWN WERE TAKEN FROM THE BEST AVAILABLE RECORDS. THE INTERCONNECTIONS AND TESTING. ALL WATER TAPS MUST BE ADJUSTED IN THE FIELD DUE TO PURSUANT TO THE APPROVED PLAN AND THAT RESPONSIBLE PERSONNEL (I.E. BLUE CARD HOLDER) INVOLVED IN 24x36 CONTRACTOR SHALL CONTACT MISS UTILITY OF DELMARVA (1-800-282-8555) TO VERIFY THEIR EXACT CONDITIONS OF THE EXISTING MAN. POSSIBLE CONDITIONS THAT WOULD REQUIRE TAPPING LAND DISTURBANCES WILL HAVE A CERTIFICATION OF TRAINING PRIOR TO INITIATION OF THE PROJECT, AT A LOCATION PRIOR TO THE START OF ANY CONSTRUCTION. ANY DAMAGE INCURRED TO ANY UTILITIES RELOCATION MUST BE PERFORMED BY THE CONTRACTOR TO DETERMINE THE BEST TAPPING DNREC SPONSORED OR APPROVED TRAINING COURSE FOR THE CONTROL OF EROSION AND SEDIMENT DURING SEDIMENT AND STORMWATER APPROVAL STAMP SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTORS EXPENSE. IF THE CONTRACTOR RELIES LOCATION. THE CITY OF DOVER WILL NOT BE HELD RESPONSIBLE FOR THE FIELD CONDITIONS CONSTRUCTION. IN ADDITION, I GRANT THE KENT CONSERVATION DISTRICT THE RIGHT TO CONDUCT ONSITE ON THE UTILITY LOCATIONS SHOWN HEREON, HE DOES SO AT HIS OWN RISK AND WILL NOT BE REQUIRING ADJUSTMENT OF THE TAPPING LOCATION OR FOR ANY WORK REQUIRED BY THE REVIEWS, AND I UNDERSTAND MY RESPONSIBILITIES UNDER THE NPDES CONSTRUCTION GENERAL PERMIT, AS ENTITLED TO ADDITIONAL COMPENSATION DUE TO TIME DELAYS FROM SAID RELIANCE. CONTRACTOR TO MAKE AN APPROPRIATE AND LAWFUL CONNECTION. REFERENCED ON THIS COVERSHEET. 24x36 5. THIS AREA OF DEVELOPMENT IS NOT IMPACTED BY THE 100 YEAR FLOOD PLAN AS SHOWN ON FIRM 17. ANY EXISTING SANITARY SEWER LINES NOT TO BE UTILIZED BY THE PROPOSED FACILITY MUST BE MAP 10001C0169J PANEL169 OF 435, DATED JULY 7, 2014. PROPERLY ABANDONED AT THE MAINS IN ACCORDANCE WITH THE CITY OF DOVER DEPARTMENT OF 4 7/27/22 REVISED PLAN PER COD PUBLIC WORKS COMMENTS DATED 7/1/2022 6. DELAWARE REGULATIONS PROHIBIT THE BURIAL OF CONSTRUCTION DEMOLITION DEBRIS, WATER & WASTEWATER SPECIFICATIONS AND REQUIREMENTS. INCLUDING TREES AND STUMPS ON CONSTRUCTION SITES. ANY SOLID WASTE FOUND DURING 18.PART II, CHAPTER 180, ARTICLE III, SECTION 180-10 OF THE CODE OF KENT COUNTY REQUIRES THAT 3 7/27/22 REVISED PLAN PER COD PLANNING COMMENTS DATED 7/1/2022 24x36 "NO PERSON SHALL DISCHARGE OR CAUSE TO BE DISCHARGED ANY STORMWATER, SURFACE 92 VENTURES LLC DATE EXCAVATION MUST BE REMOVED AND PROPERLY DISCARDED. WATER, UNCONTAMINATED GROUNDWATER, ROOF RUNOFF, SUBSURFACE DRAINAGE, 2 7/27/22 REVISED PLAN PER COD FM COMMENTS DATED 7/1/2022 7. ALL HANDICAPPED PARKING DEMARCATION, STALLS, AND BUILDING ACCESSIBLE ROUTES SHALL UNCONTAMINATED NON-CONTACT COOLING WATER OR UNPOLLUTED INDUSTRIAL PROCESS COMPLY WITH THE "AMERICAN WITH DISABILITIES ACT". WATERS TO ANY SANITARY SEWER", THIS SHALL INCLUDE SURFACE WATER, CONDENSATE, ENGINEERS CERTIFICATION 1 6/15/22 REVISED PLAN PER DAC COMMENTS DATED 10/27/2021 24x36 8. WETLANDS: THIS SITE WAS EVALUATED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN THE COOLING WATER OR SIMILAR LIQUID WASTES, EXCLUSIVE OF SEWEAGE." THE CONTRACTOR, 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL (TECHNICAL REPORT Y-87-1). AND I, J. MICHAEL RIEMANN, HEREBY CERTIFY THAT I AM A REGISTERED ENGINEER IN THE STATE OF DELAWARE, MARK DATE DESCRIPTION DEVELOPER, OWNER AND DESIGNERS SHALL ENSURE DURING CONSTRUCTION THAT NO ILLEGAL THAT THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY SUPERVISION AND TO MY BEST LAYER STATE: C-001 SUBSEQUENT PUBLIC NOTICES, TO IDENTIFY THE PRESENCE OF JURISDICTIONAL WETLANDS, AS DISCHARGES TO THE SANITARY SEWER SYSTEM ARE CREATED WITH SITE IMPROVEMENTS. DESCRIBED IN A REPORT PREPARED BY ENVIRONMENTAL CONSULTING SERVICES, INC. DATED JUNE KNOWLEDGE AND BELIEF REPRESENTS GOOD ENGINEERING PRACTICES AS REQUIRED BY THE APPLICABLE PROJECT NO.: 2020281.00 19. ALL EXISTING UTILITIES SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH CURRENT CITY LAWS OF THE STATE OF DELAWARE. 24x36 29, 2001, AND NO WETLANDS WERE FOUND TO EXIST ON THE SITE. OF DOVER REQUIREMENTS AND PRACTICES. 9. THE KENT CONSERVATION DISTRICT RESERVES THE RIGHT TO ENTER PRIVATE PROPERTY FOR 20.ALL STORMWATER BMP'S UPON GIVEN THE CERTIFICATE OF OCCUPANCY WILL BE REQUIRED TO BE DATE: 10/1/21 E L R IE PURPOSE OF PERIODIC SITE INSPECTION. MAINTAINED BY THE OWNER HEREON. HA MA SCALE: 1" = 30' 21.PLANNING STAFF GRANTED THE PARTIAL ELIMINATION OF CURBING FOR THE PARKING AREA. IC IST E 10. THE KENT CONSERVATION DISTRICT RESERVES THE RIGHT TO ADD, MODIFY, OR DELETE ANY EROSION J. M G RE 24x36 OR SEDIMENT CONTROL MEASURE, AS IT DEEMS NECESSARY. 22.AT ITS MEETING OF NOVEMBER 15, 2021, THE CITY OF DOVER PLANNING COMMISSION GRANTED E NN DRAWN BY: R.D.S. PROJ. MGR.: J.N.S. R D APPROVAL OF THE FOLLOWING WAIVERS: 11. SANITATION SERVICE COLLECTION FOR THIS PROJECT SHALL BE PROVIDED BY A PRIVATE WASTE SHEET COLLECTION SERVICE. 22.1. THE REDUCTION IN THE MINIMUM NUMBER OF PARKING SPACES FROM 31 TO 25 SPACES. No. 13772 22.2. THE ELIMINATION OF THE FRONTAGE SIDEWALK REQUIREMENTS FOR FULTON STREET. R PR O 12. ANY FUTURE SIGNAGE MUST COMPLY WITH THE PROVISIONS OF THE ZONING ORDINANCE ARTICLE 24x36 5, SECTION 4, AND ARE SUBJECT TO A SEPARATE SIGN PERMIT SUBMISSION AND REVIEW. 13.MILL AND OVERLAY WORK WILL BE DONE IN CONCORDANCE WITH CITY OF DOVER RIGHT OF WAY J. MICHAEL RIEMANN F ES D EL AWA RE IN EE P.E. NO. S ION L EN G 11 / 29/2022 DATE C-001 COPYRIGHT 2021 A 26 F:\AutoCAD\Projects\2020\2020281\DWG\202028100-SITE-C3D21.dwg, Nov 29, 2022 - 2:37pm .PDF 24x36 2022-11-29

60' RIGHT-OF-WAY "LOCAL ROAD" 24x36 24x36 Item 1. FULTON STREET 24x36 24x36 24x36 24x36 (FULTON'S ADDITION - PLAT 1-25) 24x36 24x36 EX. 18" RCP 18 BENCH MARK: EX. S.D. M.H. 24x36 SET IRON ROD WITH CAP RIM: 31.38' INV. IN: 26.28' ARCH I T E C TURE 24x36 ELEVATION: 31.76' (NAVD 88) EX. C.B. N: 423202.52' (NAD 83 2007 DSP) EX. C.B. EX. S.D. M.H. GRATE: 31.32' INV.: 28.26' OE 18 ENG I NE E R I NG E: 622938.68' (NAD 83 2007 DSP) GRATE: 30.44' RIM: 31.36' INV.: 29.04' INV. IN: 28.83' EX. 12" RCP Delaware 24x36 24x36 12 12 309 South Governors Avenue FIP Dover, DE 19904 302.734.7950 EX. MH 24x36 . N OE F.H. OE OE OE OE OE OE OE OE 12 GRATE: 31.40' The Tower at STAR Campus 24x36 31 INV.: 23.85' OE 100 Discovery Boulevard, Suite 102 OE Newark, DE 19713 W.V. OE W.V. W.V. 31 24x36 12 12 302.369.3700 24x36 31 EX. MH R-2 R-10 R-8 31 Maryland GRATE: 32.88' OE EX. 12" RCP INV.: 25.71' NORTH WEST STREET 12 12 12 12 12 12 12 32 312 West Main Street, Suite 300 24x36 60' RIGHT-OF-WAY "LOCAL ROAD" EX. 15"S EX. ??"S Salisbury, MD 21801 24x36 EX. C.B. 410.546.9100 (FULTON'S ADDITION - PLAT 1-25) R-2 OE 3.7' 2.5' 7.0' 9.1' 18.6' 32 GRATE: 30.55' INV.: 29.17' 3.0' North Carolina R-9 12 OE 12 OE 31 OE 24x36 3333 Jaeckle Drive, Suite 120 24x36 31 31 Wilmington, NC 28403 4.0' 910.341.7600 OE 12 OT OT OT OT OT OE OT OE OE OE OE OE OE www.beckermorgan.com 24x36 32 EXISTING SIDEWALK OE 31 EXISTING SIDEWALK 24x36 32 G G G G G G G G OE FIRC FIP X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R-5 R-1 SF SF FENCE TO REMAIN 32 24x36 X X X 32 24x36 X X R-9 X 32 32 EX. C.B. FENCE TO REMAIN X R-1 R-5 X GRATE: 30.97' FULTON STREET 24x36 INV.: 29.39' 24x36 X X EX. 15"S X "UNIMPROVED" X R-9 24x36 X OE 24x36 EXISTING BUILDING X TEAL CONSTRUCTION, INC. T.P. 2-05-06708-01-0900-00001 X FOOT PRINT = 2,559 S.F.± R-10 32 X F.F. ELEV. = 32.75' SF X 24x36 X EXISTING BUILDING R-1 EXISTING BUILDING 24x36 X 33 X GRAVEL LANDS N/F DEED REF. 8016-219 X 24x36 X LANDS N/F FIP 24x36 SHERMITT HOLDING COMPANY LLC X X X X T.P. 2-05-06708-01-1500-00001 32 OE 24x36 DEED REF. 8397-73 X X 24x36 ZONING - M R-9 ZONING - M X R-4 X X R-5 X R-1 SF FENCE TO REMAIN X FENCE TO REMAIN 24x36 X 33 34 24x36 X X 33 35 X 36 60' RIGHT-OF-WAY "LOCAL ROAD" X X R-1 X 24x36 24x36 X 33 X X R-9 36 OE CECIL STREET X X X 35 PROPERTY LINE TO BE 24x36 X R-6 24x36 34 EXTINGUISHED PER A OE X X SEPARATE PLAT X OE FIP R-4 OE XSF OE 24x36 X X FIRC 24x36 (FULTON'S ADDITION - PLAT 1-25) X X 33 OE X X OE TEAL CONSTRUCTION, INC. SF X OE T.P. 2-05-06708-01-0400-00001 X 24x36 X X R-7 X 24x36 33 33 OE X PROJECT TITLE X 29.5 X R-6 X OE X X OE SF X ' X X R IL LANDS N/F 24x36 24x36 X OE X DEED REF. E26-447 X X X 34 33 X X X SFX R-6 OE H US X X OE X X X 33 24x36 X X X OEX OE 24x36 R-2 X R-5 R-1 X X OE 34 X OE SFX X 92 N WEST STREET ZONING - M 34 X X R-6 X OE X R-2 X X X OE IN 33 BENCH MARK: DOVER EMA 24x36 24x36 X X SET IRON ROD WITH CAP OR E X X R-5 CE T O ELEVATION: 32.67' (NAVD 88) OE KENT COUNTY, DELAWARE SF FEN X X X OE N: 422923.52' (NAD 83 2007 DSP) X 9.6' X OE 33 E: 622819.75' (NAD 83 2007 DSP) OE X R-5 OE 33 24x36 24x36 X X X OE X R-6 OE SF OE OE OE OE X OE OE 24x36 FIP OE 24x36 R-5 OE OE OE OE SCE X R-3 SF FIRC OE OE FIP O E 24x36 X 34 34 24x36 TEAL CONSTRUCTION, INC. OE OE T.P. 2-05-06708-01-0500-00001 INSTALL STABILIZED CONSTRUCTION SF OE OE X 33 SHEET TITLE ENTRANCE AND SILT FENCE OE OE 24x36 AS SHOWN 33 24x36 X SF OE LANDS N/F OE EXISTING LANDS N/F 34 DELAWARE RAILROAD REAL ESTATE AGENT DEED REF. E38-15 OE 24x36 X OE 34 OE T.P. 2-05-06708-01-4500-00001 DEED REF. E33-64 OE CONDITIONS AND 24x36 SF X OE SF OE ZONING - TND DEMOLITION PLANS ZONING - M OE 24x36 X X OE FCM . 24x36 OE OE X SF EXISTING MONITORING WELLS X FIP OE OE TO BE ABANDONED 24x36 X PER DNREC REGULATIONS 24x36 X OE 33 33 X 34 OE 24x36 OE 24x36 34 OE 0 10 20 40 OE 24x36 24x36 OE Do Not Explode - Select Scale SCALE: 1" = 20' OE 24x36 24x36 ISSUE BLOCK 24x36 24x36 OE OE 24x36 24x36 4 7/27/22 REVISED PLAN PER COD PUBLIC WORKS COMMENTS DATED 7/1/2022 24x36 OE 3 7/27/22 REVISED PLAN PER COD PLANNING COMMENTS DATED 7/1/2022 24x36 2 7/27/22 REVISED PLAN PER COD FM COMMENTS DATED 7/1/2022 OE 6/15/22 REVISED PLAN PER DAC COMMENTS 24x36 GENERAL DEMOLITION NOTES C-PR-SITE-C-NOTES.DWG 1 DATED 10/27/2021 24x36 R-1 MARK EXISTING MONITORING WELLS TO BE REMOVED AT THE SURFACE. WELLS SHOULD HAVE BEEN PREVIOUSLY ABANDONED DATE DESCRIPTION LAYER STATE: C-101 PER DNREC REQUIREMENTS HOWEVER, CONTRACTOR TO CHECK PRIOR TO REMOVING FOR CONSTRUCTION. R-2 DEMOLISH EXISTING CURB IN AREAS SHOWN. PROJECT NO.: 2020281.00 24x36 R-3 REMOVE EXISTING SIGNAGE. DATE: 10/1/2021 24x36 R-4 DEMOLISH AND REMOVE EXISTING BOLLARDS ON SITE (TYP.) R-5 REMOVE EXISTING GRAVEL IN AREAS IN PREPARATION FOR CONSTRUCTION. SCALE: 1" = 20' 24x36 R-6 DEMOLISH AND REMOVE EXISTING FENCE IN AREA SHOWN DRAWN BY: R.D.S. PROJ. MGR.: J.N.S. 24x36 R-7 REMOVE AND RETAIN EXISTING STEAL BEAM AND BASE FOR REUSE ON SITE. R-8 DEMOLISH EXISTING PAVEMENT IN PREPARATION FOR WATER SERVICE INSTALLATION. SHEET R-9 DEMOLISH EXISTING CONCRETE SIDEWALK. 24x36 R-10 EXISTING SERVICE TO BE ABANDONED AT THE MAIN PER CITY OF DOVER PUBLIC WORKS REQUIREMENTS. R-11 DEMOLISH EXISTING CANOPY, SEE BUILDING PLANS FOR FURTHER DETAIL. C-101 COPYRIGHT 2021 24x36 27 F:\AutoCAD\Projects\2020\2020281\DWG\202028100-SITE-C3D21.dwg, Nov 28, 2022 - 2:16pm .PDF 24x36 24x36 2022-11-28

60' RIGHT-OF-WAY "LOC FULTON STR 24x36 24x36 Item 1. UTILITY CONSTRUCTION GENERAL NOTES : EDIT NOTES TO COINCIDE WITH PROJECT 24x36 24x36 DOMESTIC WATER SYSTEM - CITY OF DOVER DEPARTMENT OF PUBLIC WORKS (FULTON'S ADDITION - P 1. THE SITE CONTRACTOR SHALL NOTIFY THE CITY OF DOVER DEPARTMENT OF PUBLIC WORKS CONSTRUCTION MANAGER AT EX. 18" RCP 302-736-7025 PRIOR TO THE START OF CONSTRUCTION. A REPRESENTATIVE FROM THE CITY OF DOVER DEPARTMENT OF 24x36 BENCH MARK: PUBLIC WORKS MUST OBSERVE AND APPROVE ALL CITY OWNED WATER AND SANITARY SEWER INTERCONNECTION AND 24x36 SET IRON ROD WITH CAP TESTING. ALL WATER TAPS MUST BE PERFORMED BY A CITY OF DOVER APPROVED CONTRACTOR. THE PROPOSED ELEVATION: 31.76' (NAVD 88) EX. C.B. LOCATION FOR THE WATER TAP MAY NEED TO ADJUSTED IN THE FIELD DUE TO CONDITIONS OF THE EXISTING MAIN. O POSSIBLE CONDITIONS THAT WOULD REQUIRE TAPPING RELOCATION INCLUDE PROXIMITY TO PIPE JOINTS, OTHER TAPS, N: 423202.52' (NAD 83 2007 DSP) EX. C.B. EX. S.D. M.H. GRATE: 31.32' E 18 GRATE: 30.44' RIM: 31.36' INV.: 28.26' CONCRETE ENCASEMENTS, CONFLICT WITH OTHER UTILITIES, AND THE LIKE. TEST HOLES MUST BE PERFORMED BY THE 24x36 E: 622938.68' (NAD 83 2007 DSP) 24x36 INV.: 29.04' INV. IN: 28.83' CONTRACTOR TO DETERMINE THE BEST TAPPING LOCATION. THE CITY OF DOVER WILL NOT BE HELD RESPONSIBLE FOR EX. 12" RCP 12 12 FIELD CONNECTIONS REQUIRING ADJUSTMENT OF THE TAPPING LOCATION OR FOR ANY WORK REQUIRED BY THE CONTRACTOR TO MAKE AN APPROPRIATE AND LAWFUL CONNECTION. 24x36 FIP 2. ALL WATER MAIN TAPS MUST BE PERFORMED BY A CITY OF DOVER APPROVED CONTRACTOR. ARCH I T E C TURE 24x36 OE F.H. OE OE OE OE OE OE OE OE 12 EX. MH GRATE: 31.40' 3. ALL NONMETALLIC WATER LINES SHALL BE INSTALLED WITH A TRACER WIRE AND DETECTOR TAPE. THE WIRE SHALL BE A ENG I NE E R I NG MINIMUM OF 12 GAUGE BLUE COATED SOLID COPPER WIRE EXTENDING UP INTO ALL VALVE BOXES. THE DETECTOR TAPE INV.: 23.85' OE SHALL BE 6" WIDE WITH THE FOLLOWING TEXT "CAUTION BURIED WATER LINE BELOW". Delaware 24x36 W.V. OE W-1 W.V. W.V. 4. ALL WATER SERVICE/UTILITY CONSTRUCTION SHALL MEET CITY OF DOVER STANDARDS AND SPECIFICATIONS AND 24x36 309 South Governors Avenue 12 12 CURRENT REQUIREMENTS. W-4 LATERAL TIE-IN Dover, DE 19904 8" FIRE EX. MH INV: 24.60' 5. ALL MATERIALS SHALL MEET CITY OF DOVER STANDARDS AND SPECIFICATIONS AND CURRENT REQUIREMENTS. 302.734.7950 24x36 . N GRATE: 32.88' INV.: 25.71' NORTH WEST STREET OE G-3 G-3 12 12 12 EX. 12" RCP 12 12 12 12 6. ALL WATER MAINS LOCATED WITHIN PUBLIC ROADWAYS SHALL BE OFFERED FOR DEDICATION TO THE CITY OF DOVER AND The Tower at STAR Campus 24x36 THEREAFTER WILL BE MAINTAINED BY THE CITY OF DOVER. 60' RIGHT-OF-WAY "LOCAL ROAD" EX. 15"S 100 Discovery Boulevard, Suite 102 O EX. C.B. 7. WATER MAINS SHALL HAVE NO LESS THAN FORTY-EIGHT (48) INCHES OF COVER OVER THE TOP OF THE PIPE. (FULTON'S ADDITION - PLAT 1-25) T-6E Newark, DE 19713 GRATE: 30.55' 8. WATER MAINS SHALL HAVE A MINIMUM 10 FOOT HORIZONTAL AND 18 INCH VERTICAL SEPARATION FROM SANITARY SEWER. INV.: 29.17' 302.369.3700 24x36 OE G-2 G-1 12 12 WHERE MINIMUM SEPARATION DISTANCES CANNOT BE MAINTAINED, THE OFFICE OF DRINKING WATER AND THE CITY/TOWN 24x36 OE OE 6" S ENGINEER MUST SPECIFICALLY APPROVE ANY VARIANCE SUPPORTED BY DATA FROM THE DESIGN ENGINEER. Maryland 9. SECTION : 7.0601 WATER DISTRIBUTION SYSTEM : ALL WATER MAIN AND APPURTENANCES SHALL CONFORM TO A.W.W.A. 312 West Main Street, Suite 300 EX. SENATOR BIKEWAY STANDARDS AND CITY OF DOVER STANDARDS, AND BE CONSTRUCTED OF THE FOLLOWING MATERIALS AND/OR APPROVED 24x36 OE Salisbury, MD 21801 12 EQUAL. 24x36 OT OT OT OT OT OE OT OE OE OE OE OE 410.546.9100 EXISTING SIDEWALK KNOX BOX AS G-2 EXISTING SIDEWALK WATER MAINS : 8 INCH AND LARGER, CEMENT LINED CLASS 52 DUCTILE IRON W-2 W-3 OE REQUIRED. GATE VALVES : MUELLER CO. A-2360-20, DARLING CO. NO. 85 WITH "O" RINGS North Carolina FIRC FIP W.M. FITTINGS : CLASS 350 DUCTILE IRON 3333 Jaeckle Drive, Suite 120 24x36 X X X X X X X X X X X X X X X 24x36 X X X X X X X X X X X X SF SFPLANTING BED FIRE HYDRANTS : DARLING CO. B-62-B BREAKAWAY 4-1/2 INCH MINIMUM WITH STEAMER. Wilmington, NC 28403 X X X W-5 X NOTE : FIRE HYDRANTS TO BE PLACED AT PROPERTY LINES WHERE POSSIBLE, BUT IN NO 910.341.7600 X 15.08' ELEVATED PATIO G-12 CASE SHALL THEY BE MORE THAN 600 FEET APART AS MEASURED ALONG THE CURB LINE. www.beckermorgan.com G.M. W-3 6" CLEANOUT TURF EX. C.B. 24x36 X PROPOSED GAS TOP: 31.82' STREET VALVE BOX : BUFFALO TYPE 3-PIECE 24x36 6" FIRE SERVICE 15' B.R.L. GRASS X GRATE: 30.97' CONNECTION INV: 25.73' CORPORATION STOP : MUELLER CO. H-15010, H- 15000, H-15008, OR H-15013 FULTON STREET INV.: 29.39' X 2.00' CURB STOP : MUELLER CO. H-10291, H-15201, OR H-15176 X PR TRASH/RECYCLE AREA PEA GRAVEL EX. 15"S X SERVICE FITTINGS: MUELLER CO. H-15403, H-15428, OR H15451 "UNIMPROVED" 24x36 SHALL BE IN ACCORDANCE CONNECT INTERNAL 4" 10' 24x36 X 2" SERVICE FDC (NO HOSE CLAMPS/ BARBED FITTINGS OR PACK JOINTS PERMITTED) WITH CITY OF DOVER REQUIREMENTS. TO 6" SEWER LATERAL 6" S X SEE ARCHITECTURAL PLANS EXISTING BUILDING AT LOCATION SHOWN X UNDERGROUND SERVICE PIPE : TYPE "K" COPPER PIPE OR SDR 9 POLYETHYLENE TUBING C.T.S. O.D. FOR DETAILS. HORSESHOE/CORNHOLE TEAL CONSTRUCTION, INC. 6' CURB BOX : BUFFALO TYPE SERIES 6500-92 BUFFALO TYPE COMPLETE T.P. 2-05-06708-01-0900-00001 X FOOT PRINT = 2,559 S.F.± BY OTHERS 24x36 X F.F. ELEV. = 32.75' 6" CLEANOUT SF MINIMUM DEPTH OF COVER : 48" 24x36 X TOP: 32.74' 45' 10. HYDRANT CONNECTIONS BY THE CONTRACTOR ARE PROHIBITED. THIS METHOD SHALL NOT BE UTILIZED DURING ANY X EXISTING BUILDING PROPOSED 90 SQFT INV: 27.25' 10' X PHASE OF THE PHASE OF THE PROJECT. BUILDING ADDITION X 24x36 F.F. ELEV. = 33.33' G-2 11. ANY EXISTING WATER LINES NOT TO BE UTILIZED BY THE PROPOSED FACILITY SHALL BE PROPERLY ABANDONED AT THE 24x36 LANDS N/F DEED REF. 8016-219 X MAINS IN ACCORDANCE WITH THE CITY OF DOVER PUBLIC UTILITIES DEPARTMENT SPECIFICATIONS AND REQUIREMENTS. LANDS N/F TURF X PROPOSED BUILDING 2.50' GRASS FIP SHERMITT HOLDING COMPANY LLC MODULAR KITCHEN X X SANITARY SEWER SYSTEM - CITY OF DOVER DEPARTMENT OF PUBLIC WORKS X T.P. 2-05-06708-01-1500-00001 F.F. = 33.33' 5.00' 5' B.R.L. 24x36 X 11' 1. THE SITE CONTRACTOR SHALL NOTIFY THE CITY OF DOVER DEPARTMENT OF PUBLIC WORKS CONSTRUCTION MANAGER AT 24x36 DEED REF. 8397-73 (320 SQUARE FEET) X 302-736-7025 PRIOR TO THE START OF CONSTRUCTION. X ZONING - M PEA GRAVEL ZONING - M X 2. ANY CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE MUST BE CORE DRILLED AND A WATER TIGHT PIPE TO X X MANHOLE CONNECTOR USED. THE CONNECTOR MUST BE APPROVED BY THE CITY OF DOVER DEPARTMENT OF PUBLIC 24x36 X 15' 24x36 WORKS PRIOR TO INSTALLATION. SF X S RAS RAISED PLANTERS X G-2 G-2 FG 3. ALL EXISTING UTILITIES SHALL BE ADJUSTED TO GRADE IN ACCORDANCE WITH THE CURRENT CITY OF DOVER (BY OTHERS) X TUR X DEPARTMENT OF PUBLIC WORKS REQUIREMENTS AND PRACTICES. MANHOLE FRAME COVERS CAN ONLY BE ADJUSTED X PEA GRAVEL CRUSHED GRANITE UP TO FINISH GRADE WITH A MAXIMUM OF 12" OF BRICK ABOVE THE MANHOLE CONE. ADDITIONAL ADJUSTMENT MAY ITE 60' RIGHT-OF-WAY "LOCAL ROAD" 9' ALK RAN 24x36 24x36 X REQUIRE REPLACEMENT OF MANHOLE SECTIONS OR RECONSTRUCTION OF THE CONE. X SID EW DG SHE X 5' B.R.L. X EXISTING BUILDING TO BE OSE D CRU 4. SECTION : 9.03 SEWER MAINS SHALL BE DESIGNED IN ACCORDANCE WITH THE CITY OF DOVER STANDARDS AND R=19' P ACCESSORY STRUCTURE X PERMITTED TO OVERLAP PRO G-2 G-9 G-10 SPECIFICATIONS, ASCE ENGINEERING PRACTICE NO. 37 "DESIGN CONSTRUCTION OF SANITARY AND STORM SEWER," AND THE ON PROJECT SITE X 160 ± S.F. 6' OE CECIL STREET X FOLLOWING GUIDELINES : 24x36 (YARD BAR) 24x36 X G-12 X SANITARY SEWER MAIN : PVC SDR 35 X SS G-2 F GRA OEX SANITARY SEWER LATERAL: PVC SDR 35 X 5.65' TUR GRAVITY SEWER FITTINGS : PVC SDR 35 24x36 X SAND PIT OE 24x36 FIP G-8 SANITARY SEWER FORCE MAIN : PVC SDR 14 OR CLASS 52 DUCTILE IRON PIPE .R.L . BY OTHERS OE X SF OEFIRC FORCE MAIN FITTINGS : CLASS 250 DUCTILE IRON, MECHANICAL JOINT 20' B X X (FULTON'S ADDITION - PLAT 1-25) X OE X MANHOLE FRAME AND COVER : EAST JORDAN IRON WORKS, MODEL MHR 1960 24x36 OUTDOOR LIGHTING G-7 R=13' 5' OE X 24x36 LATERAL FRAME AND COVER : EAST JORDAN IRON WORKS, MODEL MHR 1180 TEAL CONSTRUCTION, INC. NITE SF X OE T.P. 2-05-06708-01-0400-00001 X G-7 G-6 RA ED G X X 5. PART II, CHAPTER 180, ARTICLE III, SECTION 180-10 OF THE CODE OF KENT COUNTY REQUIRES THAT "NO PERSON SHALL PROPOSED SIGNAGE AND USH OE CR 40' 10' X DISCHARGE OR CAUSE TO BE DISCHARGED ANY STORMWATER, SURFACE WATER, UNCONTAMINATED GROUNDWATER, STRUCTURAL SUPPORT X URT X ROOF RUNOFF, SUBSURFACE DRAINAGE, UNCONTAMINATED NONCONTACT COOLING WATER OR UNPOLLUTED BY OTHERS. X OE 24x36 X C C E CO RS OE SF X INDUSTRIAL PROCESS WATERS TO ANY SANITARY SEWER", THIS SHALL INCLUDE CONDENSATE. SEC. 110-231 OF THE 24x36 BO OTHE X PROPOSED 6' HIGH BY CITY OF DOVER CODE DEFINES STORM SEWER AS "…ANY SYSTEM USED FOR CONVEYING RAIN WATER, SURFACE LANDS N/F T-4 OE X DEED REF. E26-447 PROPOSED 6' HIGH CHAIN LINK X WATER, CONDENSATE, COOLING WATER OR SIMILAR LIQUID WASTES, EXCLUSIVE OF SEWAGE." THE CONTRACTOR, X T-2 T-3 X DEVELOPER, OWNER AND DESIGNERS SHALL ENSURE DURING CONSTRUCTION THAT NO ILLEGAL DISCHARGES TO THE 24x36 X CHAIN LINK OE SFX OE SANITARY SEWER SYSTEM ARE CREATED WITH THE SITE IMPROVEMENTS. 24x36 X PROJECT TITLE X T-1 OEX ELECTRICAL EASEMENT 6. ANY EXISTING SEWER LINES NOT TO BE UTILIZED BY THE PROPOSED FACILITY SHALL BE PROPERLY ABANDONED AT THE 35' X G-6 (SEE DEED 5144-72) MAINS IN ACCORDANCE WITH THE CITY OF DOVER PUBLIC WORKS DEPARTMENT SPECIFICATIONS AND REQUIREMENTS. OE OE SFX X R IL X ZONING - M 24x36 X AREA TO BE 24x36 MILL + OVERLAYED G-5 OE BENCH MARK: KNOX BOX AS REQUIRED BY 24x36 X X 6.4' G-1 G-3 G-4 OE SF OE T-5 CITY OF DOVER FOR GATE ACCESS. PROPOSED 6' HIGH SET IRON ROD WITH CAP ELEVATION: 32.67' (NAVD 88) N: 422923.52' (NAD 83 2007 DSP) GENERAL CONSTRUCTION NOTES H US 24x36 T-5 E: 622819.75' (NAD 83 2007 DSP) G-1 CONSTRUCT 6" UPRIGHT CURB (DELDOT - TYPE 3-6) IN LOCATIONS SHOWN. SEE DETAIL SHEET. CHAIN LINK OE OE G-2 CONSTRUCT 4" CONCRETE SIDEWALK AT WIDTHS SHOWN ON THIS PLAN. SEE DETAIL SHEET C-901. X OE OE 92 N WEST STREET T-1 G-3 INSTALL PAVEMENT IN AREAS SHOWN. SEE PAVEMENT SECTION DETAIL SHEET C-901. 24x36 OE SF OE OE OE OE G-4 INSTALL PARKING BUMPER, (25 TOTAL) SEE DETAIL SHEET C-901. DOVER 24x36 X 25 OE OE FIP 24' OE G-5 EDGE OF PARKING AND DRIVEWAY PAVING. KENT COUNTY, DELAWARE OE OE G-6 PROPOSED SITE LIGHTING. FINAL LOCATIONS AND LIGHTING SPECIFICATIONS TO BE SET BY THE MEP DRAWINGS FOR THE OE OE SCE X G-6 SF FIRC RAIL HAUS PROJECT. 24x36 G-1 FIPE 24x36 G-5 O G-7 INSTALL 14' WIDE x 4" IN HEIGHT CONCRETE STEPS IN LOCATION SHOWN. X G-8 INSTALL RAISED PLANTERS TO BOARDER THE RAISED CONCRETE RAMP FROM THE PARKING LOT. RAISED PLANTER TO BE TEAL CONSTRUCTION, INC. OE OE T.P. 2-05-06708-01-0500-00001 T-1 CONSTRUCTED BY OTHERS. SF OE OE G-9 CONSTRUCT AREA OF PAVER STEPPING STONES WITH PEA GRAVEL BETWEEN STONES. 18' 24x36 24x36 X 9' OE OE G-10 CONSTRUCT AREA OF PAVER STEPPING STONES WITH GRASS BETWEEN STONES. G-11 CONSTRUCT AREA OF PAVER STEPPING STONES WITH CRUSHED GRANITE BETWEEN STONES IN AREA SHOWN. X OE LANDS N/F OE SF G-12 FURNISH AND SUPPLY TWO (2) DOUBLE SIDED GRID BIKE RACK IN LOCATION SHOWN. LANDS N/F DELAWARE RAILROAD REAL ESTATE AGENT DEED REF. E38-15 24x36 G-4 24x36 OE OE T.P. 2-05-06708-01-4500-00001 X SF OE DEED REF. E33-64 OE DOMESTIC WATER SYSTEM CONSTRUCTION NOTES SHEET TITLE OE SF ZONING - TND W-1 TAP EXISTING 12" WATER MAIN WITHIN NORTH WEST STREET WITH A 12"x 8" TAPPING SLEEVE AND VALVE PER CITY OF 24x36 X OE 24x36 DOVER WATER WASTEWATER HANDBOOK REQUIREMENTS. CONSTRUCTION ZONING - M OE OE FCM X W-2 INSTALL 2" WATER SERVICE PER THE CITY OF DOVER WATER WASTEWATER REQUIREMENTS. MUELLER WATER METER TO X OE BE SIZED AND PURCHACE FROM THE CITY OF DOVER. (48" MINIMUM COVER). 24x36 X FIP SF OE OE OE W-3 INSTALL 1.5" MUELLER 500 SERIES WATER METER WITH ASSOCIATE CURB STOP PER THE CITY OF DOVER WATER AND STRIPING PLAN 24x36 WASTEWATER REQUIREMENTS. OE W-4 INSTALL 8" DIP FIRE SERVICE PER CITY OF DOVER'S WATER WASTEWATER HANDBOOK. . W-5 INSTALL 45° BEND AND THRUST BLOCKING PER THE CITY OF DOVER'S WATER WASTEWATER HANDBOOK. 24x36 OE OE . 24x36 OE STRIPING & SIGNAGE CONSTRUCTION NOTES 24x36 T-1 PROPOSED PAINTED STRIPING - 5" SOLID WHITE LINE. 24x36 T-2 PROPOSED PAINTED STRIPING - 5" SOLID BLUE LINE FOR ACCESSIBLE DEMARCATION. OE T-3 PROPOSED PAINTED ACCESSIBLE SYMBOL - BLUE - SEE DETAIL SHEET C-901. 24x36 T-4 PROPOSED PAINTED ACCESSIBLE BLUE STRIPED HASH AREA (45° HATCHED AREA) 24x36 T-5 PROPOSED ACCESSIBLE SIGNAGE WITH PROTECTIVE BOLLARD. SEE DETAIL SHEET C-901 OE 0 10 20 40 T-6 PROPOSED PROPOSED PIANO KEY CROSSWALK STRIPE. SEE DETAIL SHEET C-901 24x36 24x36 Do Not Explode - Select Scale OE SCALE: 1" = 20' 24x36 24x36 ISSUE BLOCK OE 24x36 24x36 24x36 24x36 4 7/27/22 REVISED PLAN PER COD PUBLIC WORKS COMMENTS DATED 7/1/2022 24x36 3 7/27/22 REVISED PLAN PER COD PLANNING COMMENTS DATED 7/1/2022 24x36 2 7/27/22 REVISED PLAN PER COD FM COMMENTS DATED 7/1/2022 1 6/15/22 REVISED PLAN PER DAC COMMENTS DATED 10/27/2021 24x36 24x36 MARK DATE DESCRIPTION LAYER STATE: C-201 PROJECT NO.: 2020281.00 24x36 24x36 DATE: 10/1/2021 SCALE: 1" = 20' DRAWN BY: R.D.S. PROJ. MGR.: J.N.S. 24x36 24x36 SHEET 24x36 C-201 COPYRIGHT 2021 24x36 28 F:\AutoCAD\Projects\2020\2020281\DWG\202028100-SITE-C3D21.dwg, Nov 28, 2022 - 2:23pm .PDF 24x36 24x36 2022-11-28

60' RIGHT-OF-WAY "LOC 24x36 24x36 Item 1. 24x36 24x36 (FULTON'S ADDITION - P 24x36 24x36 24x36 E: 622938.68' (NAD 83 2007 DSP) GRATE: 30.44' RIM: 31.36' INV.: 28.26' 24x36 INV.: 29.04' INV. IN: 28.83' EX. 12" RCP 12 12 24x36 FIP ARCH I T E C TURE 24x36 F.H. 12 ENG I NE E R I NG 31 Delaware 24x36 W.V. W.V. 24x36 W.V. 31 309 South Governors Avenue 12 12 31 Dover, DE 19904 31 302.734.7950 24x36 . N NORTH WEST STREET 12 12 12 EX. 12" RCP 12 12 12 12 The Tower at STAR Campus 24x36 60' RIGHT-OF-WAY "LOCAL ROAD" 100 Discovery Boulevard, Suite 102 EX. C.B. (FULTON'S ADDITION - PLAT 1-25) GRATE: 30.55' Newark, DE 19713 24x36 12 INV.: 29.17' 12 302.369.3700 24x36 31 Maryland 31 31 312 West Main Street, Suite 300 24x36 31.52' 12 Salisbury, MD 21801 24x36 OT OT OT OT OT OT 31.66' 410.546.9100 32 EXISTING SIDEWALK 31.74' 31.72' 31 EXISTING SIDEWALK 31.72' 32.58' 31.71' 32.19' 32 North Carolina FIRC FIP W.M. 32.58' 32.58' 32.19' 3333 Jaeckle Drive, Suite 120 24x36 X X X X X X X X X X X X X X X 24x36 X X X X X X X X X X X X 32.18' 32.0 SF 32.20' SF 32.16' 32 32.05' Wilmington, NC 28403 X X X 32.0 32 32.0 X 910.341.7600 X G.M. 32.74' 32 32 32.75' 32.32' 32.19' www.beckermorgan.com 24x36 X PROPOSED GAS EX. C.B. 24x36 CONNECTION 32.54' 32.26' 15' B.R.L. 32.18' 32.06' X GRATE: 30.97' FULTON STREET INV.: 29.39' X X 32.74' 32.38' X "UNIMPROVED" 24x36 24x36 32.5 X X 32.75' EXISTING BUILDING 32.52' 32.32' 32.20' 32.07' X TEAL CONSTRUCTION, INC. T.P. 2-05-06708-01-0900-00001 X FOOT PRINT = 2,559 S.F.± 32 24x36 X F.F. ELEV. = 32.75' 32.75' SF 24x36 X X EXISTING BUILDING EXISTING BUILDING X 32.75' X 24x36 32.50' 33 24x36 LANDS N/F DEED REF. 8016-219 X X LANDS N/F FIP 32.49' 32.50' 32.41' 32.44' SHERMITT HOLDING COMPANY LLC X X X T.P. 2-05-06708-01-1500-00001 5' B.R.L. 24x36 X 32.75' 32.75' 32.75' 32 24x36 DEED REF. 8397-73 X X .5 ZONING - M 32 ZONING - M X X 32 X 32.56' 32.56' 32.56' 32.62' .5 X 24x36 24x36 SF X X 32.75' 33 34 32.72' 32.80' 33 X 32.58' X X 32.75' 35 36 60' RIGHT-OF-WAY "LOCAL ROAD" 24x36 24x36 X X 32.76' 32.44' 33.03' X 5' B.R.L. 32 X 32.58' .5 32.62' 33.0 33 X X 32.76' 36 CECIL STREET 24x36 X 24x36 X 33.23' 32.47' 32.95' 33.20' 35 32.85' X X 32.80' 33.10' 33.89' 34 33 32.65' X X .0 32.87' 24x36 X 32.95' 33 24x36 32.99' FIP 32.85' . X SF FIRC .R.L 20' B 33.21' X X (FULTON'S ADDITION - PLAT 1-25) X 33 32.82' X 33.65' 33.29' X 24x36 24x36 33 TEAL CONSTRUCTION, INC. 34.63' T.C. 33.94' SF X T.P. 2-05-06708-01-0400-00001 X 33.17' 34. 34.13' B.C. X X 33 0 33.40' 33 33.57' X 33.67' X X X 34.45' T.C. 24x36 X 33.95' B.C. 33.69' 33.62' 33.19' X SF X 24x36 LANDS N/F X DEED REF. E26-447 X 34 33 X 34.33' T.C. X 24x36 X 33.83' B.C. 33.81' 33.89' SFX 24x36 34.32' T.C. 33.02' X 33 PROJECT TITLE X 34 X ELECTRICAL EASEMENT .0 33.82' B.C. X (SEE DEED 5144-72) 34 SFX X 34.55' T.C. R IL X ZONING - M 34 33.64' 24x36 24x36 X 34.05' B.C. 33 BENCH MARK: 33.67' 24x36 X 34.59' T.C. 34.66' T.C. X 34.33' T.C. 33.86' 33.50' SF SET IRON ROD WITH CAP ELEVATION: 32.67' (NAVD 88) N: 422923.52' (NAD 83 2007 DSP) H US 24x36 34.09' B.C. 34.16' B.C. 33.83' B.C. 33 E: 622819.75' (NAD 83 2007 DSP) X 33 92 N WEST STREET 34 24x36 34.32' 34.23' .0 SF DOVER 24x36 X 33.65' 25 33.72' FIP KENT COUNTY, DELAWARE 34.68' T.C. SCE X 34.69' T.C. 34.18' B.C. SF FIRC 24x36 34.19' B.C. FIP 24x36 33.51' 34 X 34 TEAL CONSTRUCTION, INC. T.P. 2-05-06708-01-0500-00001 33.97' SF 24x36 X 34.79' T.C. 24x36 34.72' T.C. 33 34.29' B.C. 34.22' B.C. .0 33 X 34 33.79' LANDS N/F SF LANDS N/F 34 DELAWARE RAILROAD REAL ESTATE AGENT DEED REF. E38-15 24x36 24x36 5' B.R.L. X X 34 T.P. 2-05-06708-01-4500-00001 32 34.54' T.C. DEED REF. E33-64 .5 SF 34.04' B.C. ZONING - TND X SHEET TITLE 24x36 X SF 32.75' 32.58' 32.61' 32.56' 24x36 GRADING PLAN ZONING - M FCM X 36 X 32.77' X 24x36 X FIP SF X 32.89' 35 . 24x36 33 33 X 33.21' 34 . 34 33 24x36 33.55' 32.97' 32.65' . 24x36 33.88' 33.31' 34 24x36 FIP 33.65' 32.85' 24x36 32.95' 24x36 34.59' T.C. 33 24x36 34.09' B.C. 33.94' 33.71' 0 10 20 40 33.17' 33 33.64' 24x36 24x36 33.29' 33.55' Do Not Explode - Select Scale 33.64' SCALE: 1" = 20' 24x36 24x36 33.77' ISSUE BLOCK 33.95' 24x36 24x36 33.62' 33.90' 33.67' 24x36 24x36 33.71' 4 7/27/22 REVISED PLAN PER COD PUBLIC WORKS COMMENTS DATED 7/1/2022 24x36 3 7/27/22 REVISED PLAN PER COD PLANNING COMMENTS DATED 7/1/2022 24x36 SF X 2 7/27/22 REVISED PLAN PER COD FM COMMENTS X DATED 7/1/2022 X X 1 6/15/22 REVISED PLAN PER DAC COMMENTS DATED 10/27/2021 24x36 X 24x36 SF X MARK DATE DESCRIPTION X LAYER STATE: C-401 X PROJECT NO.: 2020281.00 24x36 24x36 SF 33 DATE: 10/1/2021 SCALE: 1" = 20' 24x36 DETAIL: STAIR AND RAMP GRADING AT REAR ENTRANCE DRAWN BY: R.D.S. PROJ. MGR.: J.N.S. 24x36 SHEET SCALE : 1" = 10' 24x36 C-401 COPYRIGHT 2021 24x36 29 F:\AutoCAD\Projects\2020\2020281\DWG\202028100-SITE-C3D21.dwg, Nov 28, 2022 - 2:23pm .PDF 24x36 24x36 2022-11-28 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

24x36 24x36 Item 1. SAWCUT EXISTING BITUMINOUS CONCRETE 24x36 PAVEMENT (TYP.) 24x36 EXISTING PAVEMENT 24x36 24x36 BCBC 160 GYRATIONS (MIN. 8") CRUSHER RUN PAVING WIDTH 24x36 24x36 FINISHED PAVING WIDTH EXISTING CURB GRADE 1' TO GENCO, STYLE H 6" 6" R.O.W. SANITARY SEWER CLEANOUT 24x36 TRENCH WIDTH ROAD (OR APPROVED EQUAL) ARCH I T E C TURE 24x36 24" INITIAL BACKFILL COVER ENG I NE E R I NG BEFORE COMPACTION UNDISTURBED SOIL Delaware 24x36 24x36 SANITARY SEWER OR DIA. 309 South Governors Avenue FORCE MAIN COMPACTED BACKFILL MATERIAL WITH A MINIMUM OF 95% MAXIMUM Dover, DE 19904 SPRINGLINE DRY DENSITY PIPE MATERIAL NOTE: 4" 302.734.7950 12" DIA., 6" THICK CONC. SLAB 18" DIAMETER 24x36 ELEV. DEPTH > 5' - < 15' = SDR 35 CONCRETE COLLAR The Tower at STAR Campus 24x36 PVC SANITARY SEWER DEPTH > 15' - < 21' = SDR 26 100 Discovery Boulevard, Suite 102 PVC SDR-35 FOR GRAVITY SANITARY SEWER CAST IRON, DEEP SEATED LID Newark, DE 19713 8' MAX. BEDDING AS REQUIRED APPLICATIONS FROM 3 TO 15 FEET DEEP WITH THE WORD "WATER" CAST 24x36 (SEE SPECIAL BEDDING DETAILS) ON TOP 302.369.3700 24x36 PVC SDR-26 FOR GRAVITY SANITARY SEWER Maryland APPLICATIONS FROM 15 TO 21 FEET DEEP 6" SEWER LATERAL 6" DIA. PIPE STANDARD ADJUSTABLE VALVE BOX DUCTILE IRON PIPE, CLASS 50 FOR GRAVITY SEE PLAN FOR SIZE WITH CAST IRON LID 312 West Main Street, Suite 300 6" DIA. - 45° BEND Salisbury, MD 21801 SANITARY SEWER APPLICATIONS GREATER THAN 6" PVC AS REQUIRED 24x36 24x36 PIPE TRENCH CHRUSHER RUN FINISHED PAVING 21 FEET DEEP 45° ELBOW 4" MIN. CAP (IF NECESSARY) 410.546.9100 DIAMETER WIDTH PAVING WIDTH WIDTH 6" x 6" x 6" WYE North Carolina 8" 36" 48" 60" 24x36 3333 Jaeckle Drive, Suite 120 24x36 FLANGE OF VALVE BOX TO BE PLACED AGAINST WELL Wilmington, NC 28403 FLOW COMPACTED EARTH 910.341.7600 NOTES: www.beckermorgan.com 24x36 24x36 1. WHEN BOTTOM OF TRENCH IS IN ROCK, UNDERCUT 6" BELOW BOTTOM OF BARREL AND REPLACE WITH TAMPED SUITABLE 6" MIN. MATERIAL. 2. FOR TRENCHES REQUIRING SHORING AND BRACING, ALL WIDTHS SHALL BE INCREASED BY 2 FT. GATE VALVE, SIZE AS CONCRETE BASE INDICATED ON PLAN 24x36 3. WHEN THE GEOTECHNICAL REPORT INDICATES A HIGH WATER TABLE OR SEASONAL CONDITIONS WARRANT, WELL POINTS 24x36 SHALL BE INSTALLED TO MAINTAIN REQUIRED TRENCH WIDTHS AND SUITABLE BEDDING. 3/4" STONE BETWEEN VIRGIN WATER MAIN, SIZE AS 4. THE ENTIRE THICKNESS AND VERTICAL EDGE OF CUT SHALL BE TACKED. GROUND AND PIPE FIRM EARTH INDICATED ON PLAN 24x36 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS BE REINSTALLED, BUT IN NO CASE SHALL THE ASPHALT BE LESS 6" PVC WYE 24x36 THAN 2" THICK. 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH LEVEL 24x36 PATCH. 24x36 7. ALL MAXIMUM DRY DENSITY REQUIREMENTS ARE BASED ON STANDARD PROCTOR IN UNPAVED AREAS AND MODIFIED 18" PIPE OR SONO PROCTOR IN PAVED AREAS. TUBE FOR FORM CONCRETE VALVE SUPPORT 8. ONLY APPLY COMPACTED EFFORT OVER PIPE AFTER 24 INCH INITIAL COVER REQUIREMENT IS MET. 24x36 24x36 3000 P.S.I. NOTE : 9. LIFTS TO BE A MAXIMUM OF 8", EXCEPT FOR FIRST LIFT OF COVER OVER PIPE. POINT OF CONNECTION AT WHICH THE CITY OF CONCRETE DOVER WILL PRESSURE TEST FIRE MAIN CONTRACTOR SHALL PROVIDE OWNER C.O.D. PUBLIC UTILITIES - WW-2 WITH TWO VALVE OPERATING WRENCHES "DUCTILE LUG", AS REQUIRED 24x36 R H A AIL SA I AR S R L A U R A R HA A AL AIL PROPOSED BUILDING 24x36 FLOOR SLAB NO SCALE BMG NO. : NO SCALE BMG NO. : SS-3B NO SCALE BMG NO. : W-03 24x36 24x36 ALL THREAD STEEL RESTRAINING RODS WITH DOMESTIC WATER SERVICE HEAVY HEX NUT AND WASHER (SIZE TO BE DETERMINED AFTER SUBMISSION (MIN. 2-3/4" DIA., LENGTH AS REQUIRED 6" FIRE SERVICE THROUGH THE OF CALCULATIONS TO THE CITY OF DOVER FLOOR SLAB (SEE DETAIL W-8) PUBLIC UTILITIES DEPARTMENT) 24x36 6" FIRE MAIN TO BE DUCTILE 24x36 IRON PIPE THROUGH FLOOR SLAB 6" W W EXTERIOR WALL/ 6" FIRE SERVICE FOUNDATION WATER METER AND (IF APPLICABLE) METER PIT "RETAINER" GLAND, AS REQUIRED 8"x6" REDUCER CURB STOP 24x36 6'-0" 8" 24x36 "THRUST BLOCK," AS REQUIRED BY SIDEWALK (IF APPLICABLE) THE CITY OF DOVER 2 - N0. 3 BARS 3" 6" 1"Ø HOLE (TYP) CURB (IF APPLICABLE) 24x36 3" 6" SERVICE TAP 24x36 3" 8" W 8 " WATER VALVE WITH VALVE BOX "RETAINER" GLAND, 90° MECHANICAL JOINT ANCHORAGE PINS AS REQUIRED 24x36 2 - 18" DRAINAGE SLOTS NO. 4 REBAR "DUCTILE LUG", AS REQUIRED 24x36 10" WATER 10" WATER CONCRETE CURB & GUTTER IF DISTANCE BETWEEN PIPE JOINTS IS GREATER THAN 10', RESTRAIN PIPE TO (IF REQUIRED - SEE SITE PLAN) 4'-0" R AS R U R L S EXTERIOR WALL. OTHERWISE RESTRAIN TO NEXT PIPE JOINT. 24x36 ACCESSIBLE SYMBOL 8'-0" MINIMUM NO SCALE BMG NO. : SW-14 24x36 NOTES: NOTES: PROJECT TITLE SEE DETAIL, THIS SHEET 1. THE PURPOSE OF THIS DETAIL IS TO RESTRAIN THE FIRE MAIN COMING THROUGH THE 1. THE PURPOSE OF THIS DETAIL IS TO ILLUSTRATE A TYPICAL FIRE SERVICE CONNECTION. SEE SITE PLAN FLOOR SLAB TO THE DEGREE NECESSARY TO ENSURE PIPE AND JOINT INTEGRITY DURING THE DESIGNER SHALL BE RESPONSIBLE FOR MODIFICATIONS OF THIS DETAIL PER THEIR TESTING AND NORMAL CONDITIONS. THIS IS A GENERAL DETAIL, THE CITY OF DOVER RAIL PARTICULAR SITE PLAN. PUBLIC UTILITIES DEPARTMENT RESERVES THE RIGHT TO MAKE MODIFICATIONS TO EACH SPECIFIC CASE. 24x36 24x36 2. THE CITY OF DOVER PUBLIC UTILITIES DEPARTMENT RESERVES THE RIGHT TO MODIFY 2. WATER MAIN TO BE DUCTILE IRON PIPE, CEMENT LINED, CLASS 52 WHEREVER CROSSING THIS DETAIL PER THE LAYOUT OF THE SITE. THROUGH CONCRETE. PAINTED STRIPES 3'-0" 1 1/2" ASPHALT CONCRETE SURFACE COURSE 5'-0" TYPE "C" SURFACE 2" ASPHALT CONCRETE BASE COURSE 3000 PSI CONC. AT 30 DAYS 8" 1" BATTER NORMAL CURB HAUS DOMESTIC AND FIRE 24x36 24x36 TYPE "B" BINDER 1-1/2" R DEPRESSED CURB FIRE MAIN PIPE RESTRAINT DETAIL SERVICE CONNECTION 8'-0" 8" GRADED AGGREGATE SUBBASE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES 92 N WEST STREET NOTES : DRAWN: JAL DATE: 04.30.08 DRAWN: JAL DATE: 04.30.08 DOVER VAN ACCESSIBLE 24x36 3-1/2" 6" CKD: RJH/REM SCALE: NTS CKD: RJH/REM SCALE: NTS 24x36 1. WHEN ADJACENT TO PORTLAND APRVD: SJD DWG. NO: W-7 APRVD: SJD DWG. NO: W-8 2-1/2" CEMENT PAVEMENT AND THERE KENT COUNTY, DELAWARE ACCESSIBLE PARKING SIGN IS A SEPARATION, USE PAVEMENT 18" 8'-0" MINIMUM (ONE PER SPACE) 1"R 1" APPROVED JOINT FILLER. DEPTH 24x36 24x36 TO BE LOCATED OTHER 2. DEPRESS CURB AT DRIVEWAYS SIDE OF SIDEWALK AS DETAILED SEE DETAIL, THIS SHEET SEE SITE PLAN 3. DEPRESS CURB FLUSH WITH 24x36 24x36 PAVEMENT AT CURB RAMPS 24x36 24x36 NOTES: GRADED NOTE: TOP 12" OF SUBGRADE SHALL BE COMPACTED TO 1. ACCESSIBLE SPACES SHALL BE 8'-0" WIDE (MIN.), 6" 6" 6" AGGREGATE BASE SHEET TITLE 1. PROVIDE PREFORMED THERMOPLASTIC (90 MIL) ACCESSIBLE SYMBOL 95% OF THE MODIFIED PROCTOR STANDARD DRY DENSITY 2. PROVIDE PREFORMED THERMOPLASTIC (90 MIL) ACCESSIBLE SYMBOL COLOR: WHITE SYMBOL ON BLUE BACKGROUND. SIZE: 48" X 48". 24x36 AS DETERMINED BY THE MODIFIED PROCTOR TEST, ASTM D 1557 24x36 COLOR: WHITE SYMBOL ON BLUE BACKGROUND. SIZE: 48" x 48". A SSI L AR I S A LA A SSI L H R S L A S I AIL UR (MODIFIED - 6") DETAIL PLAN 24x36 NO SCALE BMG NO. : SW-4B1 NO SCALE BMG NO.: SW-4E-2 NO SCALE BMG NO. : SW-2A NO SCALE BMG NO. : SW-1GA 24x36 12" AS SHOWN ON PLAN (5'-0" MIN) . 24x36 4" CLASS A CONCRETE, 4,000 PSI . 24x36 GREEN 1.5% SLOPE (2% MAX.) 2" HIGH LETTERING 24x36 RESERVED (GREEN) 4" 24x36 24x36 WHITE PARKING 12" NOTE: FOR POST DETAIL SEE DELDOT STANDARD DETAIL T-15 - BREAKWAY SIGN POST AND PIN NOTES: 4" GRADED AGGREGATE BASE COURSE 24x36 18" RESERVED ASSEMBLY DETAILS. 1. CONCRETE SIDEWALKS SHALL BE CONTINUOUS AND SHALL NOT BREAK OR STOP AT DRIVEWAY 24x36 PARKING CROSSINGS. 24x36 18" 2. CONTROL JOINTS TO BE EVERY 5' (OR AS SHOWN) ALONG BY SCORING WITH APPROVED EDGING Do Not Explode - Select Scale INTERNATIONAL ACCESSIBLE TOOLS. 18" SIGN BY "SAFETY SIGN CO.", CLEVELAND, OHIO - OR AS 3. EXPANSION JOINTS SHALL BE PLACED ACROSS CONCRETE SIDEWALKS NOT MORE THAN 20 24x36 REQUIRED BY LOCAL CODE FEET APART. 24x36 5-0" - MINIMUM 7-0" - MAXIMUM NOTE: ISSUE BLOCK BLUE 2" SQUARE TUBING R SI AL 2-1/4" IR SIGN LETTERING TO BE A 24x36 NO SCALE BMG NO. : SW-3C MINIMUM OF 3 INCHES IN 24x36 HEIGHT WITH RED SCOTCH 3" FULL DEPTH SAWCUT TYPE "C" SURFACE COURSE, SEE PAVEMENT SECTION DETAIL LITE LETTERS ON WHITE SCOTCH LITE BACKGROUND. 1-1/2" 12" ROTOMIL TO 1.5" BELOW FIR VAN I 24x36 1" MIN. TO 4" MAX. FINISH GRADE AND REPLACE TYPE "B" BINDER COURSE. SEE PAVEMENT CO E D NN EPT 24x36 EC . WHITE 2-1/2" SQUARE TUBING WITH TYPE C WARM MIX SECTION DETAIL TIO N 3" MINIMUM 12" X 18" 4 7/27/22 REVISED PLAN PER COD PUBLIC WORKS COMMENTS DATED 7/1/2022 4" I.D. PVC SLEEVE JOINT TO BE SEALED WITH 1.0' 1.0' "FIRE DEPT. CONNECTION" SIGN GREEN 6" ACCESSIBLE 7/27/22 REVISED HOT CRACK SEALER PLAN PER COD PLANNING 24x36 4" EMPHASIS LINE 2-1/4" 3 COMMENTS DATED 7/1/2022 24x36 4' FIRE DEPARTMENT 2 7/27/22 REVISED PLAN PER COD FM COMMENTS CONNECTION DATED 7/1/2022 CONCRETE / PAVEMENT 18" PARKING 4' P NOTES: 1 6/15/22 REVISED PLAN PER DAC COMMENTS 24x36 2" HIGH LETTERING FOR VAN ACCESSIBLE SPACES ONLY STONE PERMITTED O N N KI 1. THE SIGN SHALL HAVE A WHITE SCOTCHLITE MARK DATE DATED 10/27/2021 DESCRIPTION 24x36 (GREEN) 2" DIA. GALVANIZED PIPE WITH CAP. PAINT FINISH 36" EXISTING PAVEMENT SECTION TACK COAT A R BACKGROUND WITH RED SCOTCHLITE LETTERS. LAYER STATE: C-901 BURIED TO A MINIMUM DEPTH OF 36" G 2. ALL LETTERING SHALL BE 3 INCHES IN HEIGHT. PROJECT NO.: 2020281.00 24x36 NOTES: 24x36 2-1/4" SQUARE TUBING 1. THE BOTTOM EDGE OF SIGN SHALL BE A MINIMUM OF 5.0' AND A MAXIMUM OF 7.0' 4" DEMARCATION LINE 3. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE DATE: 10/1/2021 ABOVE FINISHED GRADE. CONTRACTOR SHALL INSTALL ONE SIGN PER ACCESSIBLE DELAWARE STATE FIRE PREVENTION REGULATIONS. PARKING SPACE. SIGNS ARE TO BE CENTERED ON STALL WIDTH, FACING PARKING. EXISTING EDGE OF PAVEMENT SCALE: AS SHOWN NOTE : GRADED AGGREGATE SUBBASE 4. SIGN SHALL BE CENTERED ABOVE FIRE DEPARTMENT DRAWN BY: R.D.S. PROJ. MGR.: J.N.S. 24x36 24x36 2. THE SIGN BE INACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS AS SOIL INSTALATION CONCRETE OR PAVEMENT PROVIDE ONE SIGN SEE PAVEMENT SECTION DETAIL PARKING PERMITTED CONNECTION. DEFINED BY THE CURRENT AMERICANS WITH DISABILITIES ACT (ADA) REGULATIONS. INSTALLATION PER ACCESSIBLE STALL SHEET A SSI L AR I SI AIL A SSI L AR I SI L A I I S I S A I S RI L R I IR I SI 24x36 NO SCALE BMG NO.: SW-4CB-VAN NO SCALE BMG NO.: SW-4D NO SCALE BMG NO.: SW-2DA NO SCALE BMG NO.: SW-8C NO SCALE BMG NO. : SW-8B C-901 COPYRIGHT 2021 24x36 30 24x36 F:\AutoCAD\Projects\2020\2020281\DWG\202028100-SITE-C3D21.dwg, Nov 28, 2022 - 2:50pm 24x36 2022-11-28 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

24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 60' RIGHT-OF-WAY "LOC 24x36 24x36 Item 1. 24x36 24x36 (FULTON'S ADDITION - P 24x36 24x36 24x36 E: 622938.68' (NAD 83 2007 DSP) GRATE: 30.44' RIM: 31.36' INV.: 28.26' 24x36 INV.: 29.04' INV. IN: 28.83' EX. 12" RCP 12 12 24x36 FIP ARCH I T E C TURE 24x36 OE F.H. OE OE OE OE OE OE OE OE 12 EX. MH GRATE: 31.40' ENG I NE E R I NG INV.: 23.85' OE OE Delaware 24x36 W.V. OE W.V. W.V. 24x36 12 12 309 South Governors Avenue Dover, DE 19904 8" FIRE EX. MH 302.734.7950 24x36 . N GRATE: 32.88' INV.: 25.71' NORTH WEST STREETE O 12 12 12 EX. 12" RCP 12 12 12 12 The Tower at STAR Campus 24x36 60' RIGHT-OF-WAY "LOCAL ROAD" EX. 15"S EX. ??"S 100 Discovery Boulevard, Suite 102 OE EX. C.B. (FULTON'S ADDITION - PLAT 1-25) GRATE: 30.55' Newark, DE 19713 24x36 12 INV.: 29.17' 302.369.3700 24x36 OE 12 OE OE 6" S Maryland 312 West Main Street, Suite 300 24x36 OE 12 Salisbury, MD 21801 24x36 OT OT OT OT OT OE OT OE OE OE OE OE 410.546.9100 EXISTING SIDEWALK OE EXISTING SIDEWALK 1 1 North Carolina OE FIRC FIP W.M. AR AR 3333 Jaeckle Drive, Suite 120 24x36 X X X X X X X X X X X X X X X X 24x36 X X X X X X X X X X X X Wilmington, NC 28403 X X X 1 C-PR-L-TREE-Q R C-PR-L-TREE-QR C-PR-L-TREE- QR X 910.341.7600 X AR www.beckermorgan.com 24x36 G.M. EX. C.B. 24x36 X 1 1 15' B.R.L. C-PR-L-TREE-QR X 1 GRATE: 30.97' FULTON STREET X GB GB AR INV.: 29.39' X 2 EX. 15"S X "UNIMPROVED" 24x36 24x36 X GB OE 6" S X EXISTING BUILDING X 1 TEAL CONSTRUCTION, INC. T.P. 2-05-06708-01-0900-00001 24x36 X FOOT PRINT = 2,559 S.F.± C-PR-L-TREE-Q R AR 24x36 X F.F. ELEV. = 32.75' X 1 EXISTING BUILDING X EXISTING BUILDING X GB 24x36 1 X 24x36 LANDS N/F 1 DEED REF. 8016-219 X X LANDS N/F GB C-PR-L-TREE-QR FIP AR SHERMITT HOLDING COMPANY LLC R C-PR-L-TREE-Q X X X T.P. 2-05-06708-01-1500-00001 5' B.R.L. 24x36 X OE 24x36 DEED REF. 8397-73 X X 1 ZONING - M ZONING - M X GB X 24x36 X X 24x36 C-PR-L-TREE-QR PH C-PR-L-TREE-Q X PH 1 X C-PR-L-TREE-Q 1 AR X 3 X X GT GB 60' RIGHT-OF-WAY "LOCAL ROAD" 24x36 X X C-PR-L-TREE-Q R 1 24x36 C-PR-L-TREE- QR X AR 5' B.R.L. X C-PR-L-TREE-Q PH X X 1 OE CECIL STREET 24x36 C-PR-L-TREE-Q R X 24x36 GB C-PR-L-TREE-QR X X X 2 OE X X GB 24x36 X OE 24x36 FIP . OE X 1 .R.L OEFIRC 20' B X C-PR-L-TREE-Q R X (FULTON'S ADDITION - PLAT 1-25) X AR OE X X 24x36 OE 24x36 TEAL CONSTRUCTION, INC. X OE T.P. 2-05-06708-01-0400-00001 X X X OE X C-PR-L-TREE-Q R X X X OE 24x36 X OE X 24x36 X LANDS N/F OE X DEED REF. E26-447 X X X X OE 24x36 OE X 24x36 X PROJECT TITLE X OEX ELECTRICAL EASEMENT X (SEE DEED 5144-72) OE X OE R IL X ZONING - M 24x36 X X OE 24x36 OE BENCH MARK: 24x36 X X OE OE SET IRON ROD WITH CAP ELEVATION: 32.67' (NAVD 88) N: 422923.52' (NAD 83 2007 DSP) OE H US 24x36 E: 622819.75' (NAD 83 2007 DSP) OE OE X OE OE 92 N WEST STREET OE 24x36 X OE OE OE OE DOVER 24x36 25 OE OE FIP OE KENT COUNTY, DELAWARE X OE OE OE OE FIRC OE 24x36 FIP O E 24x36 X GENERAL LANDSCAPE NOTES : TEAL CONSTRUCTION, INC. OE OE T.P. 2-05-06708-01-0500-00001 OE OE 1. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH THE 24x36 24x36 X CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARDS FOR OE OE NURSERY STOCK." X OE LANDS N/F OE LANDS N/F DELAWARE RAILROAD REAL ESTATE AGENT EVERGREEN TREES SHALL HAVE A FULL, WELL-BRANCHED, CONICAL FORM TYPICAL OF THE SPECIES. DEED REF. E38-15 24x36 24x36 OE OE X T.P. 2-05-06708-01-4500-00001 ALL DECIDUOUS SHADE TREES SHALL BRANCH A MINIMUM OF 7'-0" ABOVE GROUND LEVEL. TREES SHALL BE OE DEED REF. E33-64 OE PLANTED AND STAKED IN ACCORDANCE WITH THE DETAIL SHOWN. SHEET TITLE OE ZONING - TND 24x36 X OE PLANT MATERIALS DELIVERED TO THE SITE IN UNCOVERED TRUCKS WILL BE REJECTED. 24x36 LANDSCAPE PLAN ZONING - M OE OE FCM X UNACCEPTABLE PLANT MATERIALS: MATERIALS WHICH HAVE DAMAGED OR CROOKED LEADERS, DEFORMED X OE OE GROWTH HABIT, ABRASIONS OF THE BARK, SUN SCALD, WINDBURN, DISFIGURING NOT COMPLETELY CALLUSED X 24x36 WILL BE REJECTED. IN ADDITION, TREES HAVING THEIR CENTRAL LEADERS HEADED BACK WILL ALSO BE 24x36 FIP OE OE REJECTED. PLANTS WITH LOOSE OR CRACKED ROOT BALL OR CONTAINERS WILL BE REJECTED. OE 2. ALL PLANTS SHALL BE PLANTED IN TOPSOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACKFILLING . 24x36 NOTE: DO NOT HEAVILY PRUNE THE TREE OE OE PROGRESSES. NOTHING BUT SUITABLE TOPSOIL, FREE OF DRY SOD, STIFF CLAY, LITTER, STONES IN EXCESS OF ONE (1) INCH DIAMETER, ETC. SHALL BE USED FOR PLANTING. . 24x36 AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT OE MULCH FOR PLANTING BEDS SHALL BE SHREDDED HARDWOOD BARK MULCH UNLESS OTHERWISE SPECIFIED ON 24x36 LEADERS, AND BROKEN OR DEAD THE PLANS AND SHALL HAVE NO LEAVES, YOUNG GREEN GROWTH, BRANCHES, TWIGS, GREATER IN DIAMETER 24x36 BRANCHES. SOME INTERIOR OF ½", WEEDS, SHAVINGS OR FOREIGN MATERIAL SUCH AS STONES, ETC. SHALL BE MIXED WITH THE MULCH. TWIGS AND LATERAL BRANCHES ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS WITH A LIGHTLY COMPACTED DEPTH OE OF THREE (3) INCHES. ALL CONTAINER PLANTS ARE TO HAVE ROOTS CUT ON FOUR SIDES AND/ OR SPREAD OUT MAY BE PRUNED; HOWEVER, DO 24x36 NOT REMOVE THE TERMINAL BUDS IN NEW SOIL MIXTURE. 24x36 OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. OE 3. ALL AREAS NOT STABILIZED IN PAVING OR PLANT MATERIALS SHOULD BE SEEDED AND MULCHED. (SEE EROSION 0 10 20 40 & SEDIMENT CONTROL PLAN AND NOTES.) 24x36 24x36 4. LANDSCAPE BEDS NOT DEFINED BY CURBS, SIDEWALKS, WALLS OR OTHER STRUCTURES SHALL BE ENCLOSED Do Not Explode - Select Scale BY ALUMINUM EDGING UNLESS OTHERWISE INDICATED. SET ROOT BALL 2" ABOVE CANVAS WEBBING OR SCALE: 1" = 20' GRADE. REMOVE EXCESS PLASTIC HORTICULTURAL 5. AREAS DISTURBED BY LANDSCAPE OPERATIONS SHALL BE GRADED TO MATCH EXISTING TOPSOIL AND SEED OR 24x36 24x36 SOIL ON TOP OF THE TAPE. DO NOT STRETCH. SOD AS REQUIRED. BALL, JUST EXPOSING DELAWARE LANDSCAPE ARCHITECTS CERTIFICATION ISSUE BLOCK THE ROOT FLARE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND MAY MAKE MINOR ADJUSTMENTS IN I, CHAD D. CARTER, RLA, ASLA, HEREBY CERTIFY THAT I AM A SPACING AND/OR LOCATION OF PLANT MATERIALS. CONTACTOR TO VERIFY "AS BUILT" LOCATION OF ALL 24x36 LANDSCAPE ARCHITECT IN THE STATE OF DELAWARE, THAT THE UTILITIES. 24x36 LANDSCAPING INFORMATION SHOWN HEREON HAS BEEN PREPARED MULCH - PLACE 3" 2"x2" WOODEN UNDER MY SUPERVISION AND TO MY BEST KNOWLEDGE AND BELIEF, 7. NO PLANT, EXCEPT GROUNDCOVERS, SHALL BE WITHIN THREE (3) FEET FROM SIDEWALKS. LAYER OF SPECIFIED STAKES. DRIVE REPRESENTS GOOD LANDSCAPING PRACTICES. 24x36 MULCH. DO NOT PLACE SECURELY INTO 8. NO TREE SHALL BE PLANTED CLOSER THAN TEN (10) FEET FROM ANY STRUCTURE OR BUILDING. 24x36 IN CONTACT WITH TREE GROUND. 3 PER TRUNK. KEEP MULCH TREE. 9. NO TREE SHALL BE PLANTED WITHIN TEN (10) FEET OF UNDERGROUND UTILITIES OR FIRE HYDRANTS. 4 7/27/22 REVISED PLAN PER COD PUBLIC WORKS COMMENTS DATED 7/1/2022 WEEDED AND REPLACE 3 7/27/22 REVISED PLAN PER COD PLANNING 24x36 AS NEEDED. FINISHED 10. ONLY TREES THAT REACH A HEIGHT AND SIZE AT MATURITY OF SMALL TO MEDIUM SHALL BE PLANTED UNDER COMMENTS DATED 7/1/2022 24x36 GRADE POWER LINES. 2 7/27/22 REVISED PLAN PER COD FM COMMENTS DATED 7/1/2022 11 / 29/2022 11. THE CONTRACTOR SHALL WATER ALL PLANTS THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD 1 6/15/22 REVISED PLAN PER DAC COMMENTS DATED 10/27/2021 24x36 AFTER PLANTING, AND THEN WEEKLY OR MORE OFTEN, IF NECESSARY, DURING THE FIRST GROWING SEASON, 24x36 CHAD D. CARTER, RLA, ASLA S1-499 DATE UNLESS THE OWNER AGREES TO MAINTAIN AND WATER THEM. MARK DATE DESCRIPTION LAYER STATE: L-101 PLANT LIST 12. TREES TO REMAIN ON-SITE SHALL BE PROTECTED WITH SNOW FENCE DURING CONSTRUCTION (SEE DETAIL). PROJECT NO.: 2020281.00 24x36 SNOW FENCING TO BE MAINTAINED DURING CONSTRUCTION BY CONTRACTOR. 24x36 KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS DATE: 10/1/2021 REMOVE TOP 1/3 OF BURLAP. SOIL MIXTURE - CONSISTING OF CUT & REMOVE ALL STRAPPING, 1/4 HUMUS AND 3/4 TOPSOIL 13. THE PLANTING PLAN SHALL TAKE PRECEDENCE OVER THE PLANT SCHEDULE SHOULD ANY PLANT QUANTITY ROPES, AND WIRE CAGES. CANOPY TREES DISCREPANCIES OCCUR. SCALE: 1" = 20' AR 9 ACER RUBRUM - SUNSET RED SUNSET RED MAPLE 2 1/2" - 3" CAL B&B FHV DRAWN BY: R.D.S. PROJ. MGR.: J.N.S. 24x36 24x36 14. NO SUBSTITUTIONS SHALL BE MADE WITHOUT APPROVAL OF THE OWNER AND/ OR THE LANDSCAPE ARCHITECT. UNDISTURBED SOIL GB 11 GINKGO BILOBA - AUTUMN GOLD AUTUMN GOLD GINKGO 2 1/2" - 3" CAL B&B MALE SHEET GT 3 GLEDITSIA TRIACANTHOS VAR 'SHADEMASTER' SHADEMASTER HONEY LOCUST 2 1/2" - 3" CAL B&B MALE 15. 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 SITE AS EARLY AS THREE (3) MONTHS, BUT NO 24x36 DECIDUOUS TREE PLANTING DETAIL TOTAL: 23 TREES LONGER THAN ONE (1) YEAR AFTER PLANTING. L-101 COPYRIGHT 2021 24x36 NO SCALE BMG NO. : L-01 31 F:\AutoCAD\Projects\2020\2020281\DWG\202028100-SITE-C3D21.dwg, Nov 29, 2022 - 2:39pm .PDF 24x36 24x36 2022-11-29 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36

Item 1. City of Dover DATA SHEET FOR SITE PLAN REVIEW DEVELOPMENT ADVISORY COMMITTEE MEETING OF November 3, 2021 PLANNING COMMISSION MEETING OF November 15, 2021 Plan Title: S-21-12 Rail Haus Plan Type: Site Development Plan and associated Lot Consolidation Plan Addresses: 92 North West Street; and Unaddressed parcel on Fulton Street Location: Adjacent to the east side of the railroad corridor along N. West Street between Fulton Street and Cecil Street. Tax Parcels: ED-05-076.08-01-16.00-000 ED-05-076.08-01-44.00-000 Owner: Donny Legans Property Area: 0.820+/- acres (35,720 SF) Zoning: C-2A (Limited Central Commercial Zone) Present Use: Vacant (previous use as industrial) Proposed Use: Brew Pub (Restaurant) Existing Building Area: 2,559 SF Proposed Building Area: 2,890 SF (with additions to existing building) Off Street Parking: Required – 31 spaces Proposed – 25 spaces Impervious Area: Existing – 31.1% Proposed – 77.9% Waiver Requests: Partial Elimination of Upright Curbing Reduction in Parking Requirement Elimination of Sidewalk for street frontage (Fulton Street) 32

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 2 C P I L T A Y N N CITY OF DOVER O I F N DEVELOPMENT ADVISORY COMMITTEE G D APPLICATION REVIEW COMMENTARY O V D.A.C. MEETING DATE: November 3, 2021 E R APPLICATION: Rail Haus Brew Pub at 92 North West Street FILE #: S-21-12 REVIEWING AGENCY: City of Dover Planning CONTACT PERSON: Julian Swierczek, AICP PHONE #: (302) 736-7196 I. PLAN SUMMARY: This Site Plan Review of a Site Development Plan and Lot Consolidation Plan Application to permit the conversion of an existing one-story, 2,890 SF building and outdoor areas to be utilized as a Restaurant (Eating & Drinking Establishment) with associated site improvements. The properties consist of a total 0.820+/- acres and are located adjacent to the east side of the railroad corridor along N. West Street between Fulton Street and Cecil Street. The properties are zoned C-2A (Limited Central Commercial Zone). The owner of record is Donny Legans. Property Addresses: 92 N. West Street and unaddressed parcel on Fulton Street. Tax Parcels: ED-05- 076.08-01-16.00-000 and ED-05-076.08-01-44.00-000. Previous Applications: This Site was previously subject to Comprehensive Plan Amendment Application MI-21-01B, which sought to change the Land Use designation of these properties from Industrial to Mixed- Use and was approved by the City Council at their March 8, 2021 meeting. This was followed by Rezoning Application Z-21-02, which sought to change the zoning of the property from M (Manufacturing Zone) to C-2A (Central Commercial Zone) so as to allow for the proposed Restaurant use. The Rezoning was approved by City Council at their March 8, 2021 meeting. II. PROJECT DESCRIPTION The properties located at 92 North West Street and one unaddressed parcel on Fulton Street are subject to a Site Development Plan Application with an associated Lot Consolidation Plan. This Site Development Plan proposes to utilize the existing 2,559 SF building to serve as a restaurant and bar. The Plan also proposes adding additional square footage to accommodate a new kitchen as well as an accessory structure to serve as a bar. The associated Site Improvements include a 33

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 3 parking lot of twenty-five (25) vehicle parking spaces as well as a variety of on-site outdoor recreational features. These recreational features include a Bocce Court, Horseshoe/Cornhole Courts, a Playground, and a mix of outdoor lounge areas. Surrounding Land Uses: The parcels immediately surrounding the subject parcel to the south, west, and north all contain a variety of primarily industrial and commercial uses. The Site is bounded by an unimproved segment of Fulton Street at its southern boundary. Then, the property across Fulton Street to the south is zoned M (Manufacturing Zone) and contains a warehouse. The properties across Cecil Street to the north are also zoned M and contain warehouses, a contractor’s yard, and storage yards. Adjacent along the western frontage of the western parcel is the Railroad which runs north- south, almost parallel to N. West Street. Across the railroad to the west is a small property zoned C-3 (Service Commercial Zone) which includes a building that was recently the subject of Conditional Use Site Plan Application C-21-05 Destined for Greatness Child Daycare Center. The remaining land to the west is undeveloped and zoned IPM (Industrial Park and Manufacturing Zone). The properties across N. West Street to the east are zoned RG-1 (General Residence Zone) and contain places of public assembly (two Churches and a Community Center) and with the blocks to the east as residential uses of mostly one-family dwellings. III. ZONING REVIEW Request for C-2A (Limited Central Commercial Zone) Zoning The proposed use is classified as a Restaurant which is a permitted use in the C-2A Zone. Additionally, the Zoning Ordinance Article 3 §14.3 permits the outdoor eating area in this Zone when accessory to the permitted restaurant use. The following description of the C-2A zoning district is provided from Article 3 §14 of the Zoning Ordinance. Article 3 Section 14. – Limited Central Commercial Zone (C-2A). 14.1 Uses permitted. No building or premises shall be used and no building or part of a building shall be erected, which is arranged, intended or designed to be used, in whole or in part, for any purpose, except the following: (a) Retail Stores (b) Business, professional or government offices (c) Personal service establishments. (d) Restaurants. (e) Service establishments. (f) Hotels. (g) Places of public assembly. (h) Drive-throughs. (i) One family residences, including attached and semi-detached dwellings, complying with the bulk standards of the RG-1 (General Residence) zone. 34

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 4 (j) Apartments and multi-family dwellings 14.2 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) Parking lots and parking structures as a principal use on suitably landscaped lots. (b) Fuel pumps accessory to a permitted use. 14.3 Enclosed buildings. All permitted uses and all storage accessory thereto, other than off street 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. 14.4 Performance standards. All uses are subject to performance standards as set forth in article 5, section 8.1. 14.5 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. IV. PARKING SUMMARY Parking for an eating and drinking establishment is calculated at a rate of one (1) parking space per four (4) seats plus one (1) for every three (3) bar seats. The Plans submitted note a proposed “Indoor” seat count of sixty-four (64) and seven (7) Bar Seats. The Plans also note another thirty-six (36) “Seasonal Outdoor” Seats and another nine (9) “Seasonal Outdoor” Bar Seats. The Zoning Ordinance does not have any provisions for vehicle parking space requirements based on their being located out-of-doors or otherwise being noted as “seasonal.” The combined seat counts of 100 (eating) and 16 (bar) would therefore require thirty-one (31) vehicle parking spaces. Waiver Request: Reduction in Parking Requirement The Applicant has submitted a Written Waiver Request for the Parking Requirements. The Request notes that “by [their] count, 31 [vehicle parking] spaces would be required,” They request that the Parking requirement be reduced from 31 Vehicle Parking Spaces to 25 Vehicle Parking Spaces. They cite the following criteria by which the Request is made, as provided for in Article 6 §3.9 of the Zoning Ordinance: Article 6 3.9 Adjustments to parking requirements. The planning commission or city planner, according to the type of plan review required by appendix B, zoning, article 10, planning commission, may reduce, in an amount not to exceed 50 percent, the number of parking spaces required when, in the opinion of the commission, it has been demonstrated that the use is adequately served by transportation and parking alternatives, including but not limited to: (a) Site plan proposals within the downtown redevelopment target area, as described in appendix C of the Dover Code of Ordinances, may be granted a 20 percent reduction in the amount of off- street parking normally required, due to the availability of mass transit, municipal parking and existing pedestrian amenities. (b) Designated off-street parking reserved for car pools, van pools, and bicycle parking facilities, in 35

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 5 accordance with the following schedule: (1) Each carpool space shall be equivalent to three standard parking spaces. (2) Each vanpool space shall be equivalent to five standard parking spaces. (3) Every group of five bicycle parking spaces shall be equivalent to one standard parking space. (c) Employer participation in a traffic-mitigation plan approved by the Delaware Department of Transportation. (d) Cash-in-lieu of parking contributions toward the capital construction or improvement of municipal parking facilities that are proposed. The cash-in-lieu of parking contribution shall be in a monetary amount equivalent to the estimated cost of construction for the number of standard surface parking spaces for which the reduction is sought. To take advantage of this option, the developer shall submit to the city engineer a cost estimate for the parking requested to be waived. The city engineer shall examine the estimate for accuracy in current prevailing costs of construction at the time of proposal and shall report to the planning commission his/her findings. (e) Proposals involving superior urban design which contribute to an enhanced pedestrian environment and which include such features as pedestrian plazas and pocket-parks, pedestrian- way connections with existing sidewalk systems and community facilities, park benches and other street furniture, mass transit connections and shelters, and landscaping and shade tree plantings. The Project is located within the Downtown Redevelopment Target Area and thus qualifies for a 20% reduction in the parking requirements. The Applicant has additionally noted that, due to the proximity to the Senator Bike Way, they plan to provide facilities for thirty-five (35) Bicycle Parking Spaces, compensating for seven (7) Vehicle Parking Spaces. Finally, they note the project sites close proximity to Downtown and mass-transit to allow for a further reduction in vehicle parking spaces. Bicycle Parking Bicycle Parking is required at a rate of one (1) space for every twenty (20) vehicle parking spaces. As the Applicant has noted a proposed twenty-five (25) vehicle parking spaces are proposed on site, this would require the Applicant to provide two (2) bicycle parking spaces. The Applicant has noted that they plan to provide accommodation for thirty-five (35) bicycles. The project site is located immediately adjacent to the existing Senator Bike Lane which can provide easy bicycle access to the site. The Applicant has additionally noted their intent to provide added bicycle parking to accommodate the reduced minimum vehicle parking space count as noted in the Written Vehicle Parking Waiver submission. Access The main vehicle access point to the site is at the end of Cecil Street. The right-of-way of Cecil Street terminates at the eastern boundary of the parcel which extends along the railroad right-of- way. This access is at the north end of subject parcel and provides direct access to the main drive aisle, which in turn provides access to all twenty-five (25) vehicle parking spaces. Pedestrian Access to the site is shown in one Plan as being directly off North West Street into a patio area designated for the bicycle parking facilities. This area in turn provides access to the internal walkways and outdoor lounge/ recreation areas which access the main building. The Site Plan submission does not make clear where the main pedestrian access point onto the site is, noting instead what is labeled as a main entrance area between two spaces noted as patios on the Plan. There is no access pedestrian or vehicular, off Fulton Street to the south as this is an 36

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 6 unimproved section of right-of-way. V. SITE CONSIDERATIONS Lighting There are lights noted on the Site Plan. There appears to be three (3) Light Poles proposed in the parking area. There does not appear to be any lighting indicated on the exterior of the main building itself, nor does there appear to be any lighting shown in the outdoor recreation areas. Lighting must be adequate to safely light all parking and pedestrian areas yet must be shielded and directed as to not create a nuisance on the adjacent properties. Dumpsters Article 5 §6.12 of the Zoning Ordinance notes that for a restaurant use, two (2) dumpsters are required for the first 3,000 SF and an additional dumpster is required for each additional 3,000 SF of floor area or fraction thereof. If the final gross floor area, including additions is to be under 3,000 SF, then a minimum of two (2) dumpster will be required. Article 5 §6.11 additionally states that a dumpster enclosure is required to screen the dumpster from view whenever these units are situated so that they will be visible from any public right-of-way or from an adjacent property. The Plans submitted include a note stating “Proposed Trash” indicating it is planned for an area at the front (east) of the main building along the North West Street frontage. This area is also noted generally as “Patio Seating.” There are no details provided in the formal Plan Set indicating a dumpster enclosure or its specific location, only noting instead in the Data Column that “5 interior Dumpsters” are proposed. There is however a secondary Plan submitted prepared by a different design entity that shows some site features specific to the main building; it appears to note an area identified as “Trash” at the northeastern corner of the main parcel. Specific details are not provided on this plan as to the enclosure and there is some confusion as this area does not appear to be “inside” but does appear to indicate that this area is enclosed. Curbing Waiver Request: Partial Elimination of Upright Curbing The upright curbing for the parking lots and drive aisles are subject to the requirements of Article 6 Section 3.6(b) of the Zoning Ordinance. The Code allows the City Planner to consider a Waiver of this upright curbing requirement. The Applicant has submitted a Waiver Request asking to waive the requirement for Upright Curbing. The Written Waiver Request notes that the parking area is proposed to be constructed with pervious pavement and utilized in part to facilitate stormwater management. The Applicant notes concern about the grading at the site which if required to be implemented, would then require the 6-inch curb and would necessitate the parking area to be lowered by 6 inches. This would negatively impact the proposed stormwater management facility. Sidewalks There is existing sidewalk along the North West Street frontage which provides direct pedestrian access to the site. There is additionally a new sidewalk proposed connecting the new vehicle 37

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 7 parking area at the north and west of the site to the facilities and main building on the site. There are a variety of materials and paths shown internal to the site with noted materials such as “crushed granite,” and “paver walk.” These again are shown to be internal to the site and primarily provide pedestrian circulation to the various recreational on-site site features proposed. There are at present no sidewalks along either the unimproved Right-of-Way on Fulton Street to the south, nor along the paved right-of-way on Cecil Street. The Plans submitted do not show any sidewalk to be proposed along either frontage, instead providing direct pedestrian access to the Site from the North West Street frontage only. Waiver Request: Frontage Sidewalk along Fulton Street As noted, the subject site is immediately adjacent to an unimproved segment of Fulton Street to the south. As this is a public right-of-way, there is a requirement per the Zoning Ordinance Article 5 §18.3 to provide a sidewalk along the Fulton Street (south) frontage of the site. However, as this portion of Fulton Street is unimproved, the Applicant has submitted a Waiver Request from requirements to provide such a sidewalk, as allowed per Article 5 §18.5 of Zoning Ordinance. Specifically, the Applicant notes in their Waiver Request that this segment of Right- of-Way currently contains no vehicle access, nor does it contain any sidewalks. It is additionally noted that this segment dead-ends at the railroad right-of-way. As such there is no accommodation, vehicular or pedestrian, to cross the railroad right-of-way. VI. BUILDING ARCHITECTURE The submission includes a series of Architectural renderings. These Renderings appear to show the existing building being renovated to include three (3) large glass garage-like doors facing North West Street. The Building itself appears to be clad in a dark gray or black vertical paneling, but this material is not identified. The one-story building is shown topped by an angled roof which is higher at North West Street and sloped down towards the west. There are two new additional structures shown which appear to be shipping-containers. There is one such structure shown perpendicular and attached to the existing Building to the west which plans note as containing the kitchen space. The additional shipping container is to the southwest corner of the Site and has been noted as a bar area. Both of these are red but again there is not material indicated. VII. TREE PLANTING AND LANDSCAPE PLAN Based on the Development Area of 0.82 +/- acres (35,720 SF), there is a requirement to provide twelve (12) trees on site. There are discrepancies among the various data column listings with regards to the required and provided tree counts. The Site Plan submitted appears to show twenty (20) trees on site. These are shown primarily along the southern and eastern boundaries of the parcel containing the main building. These are additionally provided in a central location of the overall site noted as being a waiting/ lounging area. The species or specifications of these trees are not however provided so it is unclear if these are proposed to meet the minimum standards for tree plantings. 38

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 8 There are additionally different materials proposed internal to the Site itself noted as “Grass/ Turf,” a Sand Pit and several Planting Beds along the perimeter of the south and east property lines. It does not appear that any additional plants are shown in any of these areas outside of the proposed trees. THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY, AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY’S AUTHORITY AND AREA OF EXPERTISE. VIII. CITY AND STATE CODE REQUIREMENTS: 1) Waiver Request: Partial Elimination of Upright Curbing Planning Staff grants approval of the submitted waiver request for the partial elimination of the required 6-inch upright curbing along the western boundary of the parking area. The Waiver Request submitted by the Applicant noted their concern with regards to stormwater management should they otherwise be required to construct the 6-inch curb. The Plans submitted still show a 6-inch curb being provided along the southern, eastern, and northern boundaries of the parking area and drive aisle. 2) Waiver Request: Reduction of Parking Requirement The Applicant has submitted a Waiver Request for the reduction of the parking requirement from thirty-one (31) spaces to twenty-five (25) spaces for consideration by the Planning Commission. The parking requirement for a Restaurant is based on a seat count. The Planning Commission may reduce, in an amount not to exceed 50%, the number of parking spaces when the Applicant can demonstrate that the Site is adequately served transportation and parking alternatives. 3) Waiver Request: Frontage Sidewalk along Fulton Street The Applicant has submitted a Waiver Request for the elimination of the street frontage sidewalk along the unimproved segment of Fulton Street for consideration by the Planning Commission. Zoning Ordinance, Article 5 §18.5 outlines circumstances where elimination of pathways (sidewalks) can be considered. 4) 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. 5) Clarify property owner, as our records indicate the property owner as Donny Legans, whereas the Site Plan submission lists property owner as “92 Ventures.” 6) Note that any future signage must comply with the provisions of the Zoning Ordinance Article 5, Section 4, and are subject to a separate Sign Permit submission and review. 7) Some features appear to only be shown on the much smaller secondary plan submitted with a design entity noted as “cfTettura Projects, LLC.” Please note these items on the full-size Plan 39

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 9 Set and clarify any discrepancies between the two Plans. 8) Cover Sheet (C-001), Site Data Column: a) Note the proposed total seat count for both eating and bar as a separate item. b) List the entire Tax Parcel ID number for each parcel. c) Provide the Setbacks/ Bulk Standards as Required, Existing, and Proposed. d) Clarify the Building Area by noting the existing, proposed additions (including per structure), and proposed overall. e) Note the square footage of any existing impervious surface areas proposed to be removed from the property in its current state. f) Provide the lot area, proposed impervious lot coverage, and any other applicable Site Data per existing lot, in addition to as proposed overall. g) Provide the Location Maps at the required 1”=400’ and 1” = 1,200’ h) Note that there are six (6) sheets listed in the Sheet Index, yet only four (4) provided in the Plan Set. It would appear that the Sheets labeled as “Grading Plan (C-401)” and “Landscape Plan (L-101)” have been omitted. i) The Parking Calculation notes the “C-4 Zone” in its calculations. Correct to note that this property has been rezoned to C-2A. The Parking Requirements listed are not specific to any Zoning Type, but rather to the proposed use (Restaurant). j) The “Plant List” provided notes the quantity of many of the trees proposed as “?.” Please provide a specific number and ensure it is likewise reflected in the Site Plan. Note also that the specific Tree Count must be provided. Shrubs and other ornamental plantings do not count towards the Tree Planting Requirement. k) Provide the area and dimensions of the “Proposed Canopy” feature off the south end of the existing building. 9) Site Plan Sheet (C-201) a) Note the dimensions of the Senator Bike Lanes along the North West Street frontage. b) Note dimensions of all Surface Areas. This should include width of sidewalks, dimensions of different areas based on materials/ proposed use (i.e., “Horseshoe/ Cornhole” Court; “Paver Walker” area, “Patio Seating” area, “Sandpit” area, etc.) c) Note the area in which the existing neighboring building on “Lands of Shermitt Holding Company LLC” overlaps onto subject site. d) Note the square footage of the “Accessory Structure” shown to the lower right of the Site Plan. e) It is noted that accommodation for parking up to thirty-five (35) bicycles is proposed, yet the Site Plan simply denotes a non-descript symbol to identify their planned location. Please provide greater detail as to the Bicycle Parking Facilities. f) Provide greater detail as to the required dumpster enclosure (exact location, height, materials, dimensions, etc.). g) Make clearer the points of ingress and egress on the Site, specifically for pedestrian traffic. 10) Provide a full-scale copy of the separate Site Plan that appears to be primarily a Floor Plan 40

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 10 and notes a Design Studio entitled “cfTettura Projects, LLC” as this Plan appears to provide details omitted from the larger scale Plan-Set. 11) Show Dumpsters on the Site Plan in the correct location. Please also clarify the discrepancy between the Dumpster description provided in the Data Column vs. the Dumpster area shown in the smaller-scale Floor Plan/ Site Plan drawing. 12) Submit a Landscape Plan Sheet as required to demonstrate compliance with the Zoning Ordinance Article 5 §16.8 13) Clarify the proposed number of trees. Also note if any other landscaping is proposed. 14) Clarify the location of any lighting proposed, particularly on the building itself and in the outdoor recreation areas. 15) As the Project takes site access at the terminus of Cecil Street, the Applicant must work with the City of Dover Public Works regarding any traffic/ parking control, signage, and striping along this segment of Cecil Street. 16) Any Erosion & Sediment Control Plans and Stormwater Management Plans granted approval by Kent Conservation District (KCD) 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. 17) 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. Waiver Request – Reduction in Vehicle Requirement (Vehicle Spaces) Planning Staff recommends approval of the Applicant’s Request for a reduction in the required on-site Vehicle Parking, asking to be granted permission to provide twenty-five (25) vehicle parking spaces, instead of the required thirty-one (31) spaces. Staff agrees with the Applicant in that the Project Site is located in the Downtown Development Target Area. Additionally, the Site is near mass transit connections, Dover’s Downtown area, and the Senator Bike Way runs along the eastern property line on North West Street. There are multiple modes of transportation to 41

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 11 access the site. Also, with site’s proximity to the Senator Bike Way may indicate an increased need for bicycle parking. The applicant plans thirty-five (35) bicycle parking spaces. Article 6 Section 3.9 (b)(3) of the Zoning Ordinance allows that every group of five bicycle parking spaces shall be equivalent to one standard parking space when considering a Request for a reduction in the vehicle parking requirements. 2. Waiver Request – Partial Elimination of the Upright Curbing Planning Staff grants approval of the Waiver Request from the Requirement for Upright Curbing for the area along the western side of the parking lot. As a condition of approval, parking bumpers are required at the head of each parking space. The Plan should indicate the care maintenance procedures for the pervious surface of the parking lot. The Applicant has indicated a plan to accommodate the necessary stormwater management requirements on site by implementing their stormwater management system largely in the parking area with the use of a pervious surface. The Applicant noted the issues they would encounter by implementing the curbing, as it would require the parking area itself to be lowered by 6 inches, negatively impacting general stormwater management. 3. Waiver Request – Elimination of Sidewalk along the Fulton Street frontage Planning Staff recommends approval of the Applicant’s submitted Waiver Request from the requirements to provide sidewalk along the unimproved segment of Fulton Street along the site’s southern frontage. This segment of Fulton Street currently contains no vehicle access or legal parking opportunities as it is unimproved. It is additionally noted that this segment dead-ends at the railroad right-of-way with no designated accommodation, vehicular or pedestrian, to cross the railroad right-of-way. X. ADVISORY COMMENTS TO THE APPLICANT: 1) The Dover Code of Ordinances includes provisions related to noise in Chapter 42, Section 42-2 Noise. The Restaurant developer/operator should become familiar with the limitations related to noise to remain in compliance. 2) In the event, that major changes and revisions to the site plan occur in the finalization of the Site Plan contact the Department of Planning and Inspections. Examples include reorientation of building, relocation of site components like stormwater management areas, and increases in floor area. These changes may require resubmittal for review by the Development Advisory Committee, Planning Commission, or other agencies and commissions making recommendations in regard to the plan. 3) It has been noted that an Environmental Impact Study was/ is being carried out on the Site due to past Industrial Uses. Please provide a copy of said Review to inform relevant bodies of the status of such a study, and where said study may impact site considerations. 4) Other agencies and departments which participate in the Development Advisory Committee may provide additional comments related to their areas of expertise and code requirements. 42

Item 1. S-21-12 Rail Haus at 92 North West Street DAC Report – November 3, 2021 Page 12 5) Following Planning Commission approval of the Site Plan, the Plan must be revised to meet all conditions of approval from the Development Advisory Committee or as otherwise noted. A Check Print must be submitted for review by Planning Office Staff. Upon determination that the Plan is complete and all agency approvals have been received, copies of the Plan may be submitted for final endorsement. 6) The applicant/developer shall be aware that prior to any ground disturbing activities on the site the appropriate site inspections and permits are required. 7) Should the construction have an effect on the adjacent property owners and nearby travel lanes, any work requiring the closing or rerouting of potential customers or visitors to adjacent properties should be coordinated as to offer the least amount of inconvenience to the adjacent property owners. 8) The applicant shall be aware that Site Plan approval does not represent a Sign Permit, nor does it convey permission to place or revise any sign on the premises. Any proposed or revised site or building identification sign shall require a Sign Permit from the City of Dover prior to placement of any such sign. 9) The applicant shall be aware that Site Plan approval does not represent a Building Permit and associated construction activity permits. A separate application process is required for issuance of a Building Permit from the City of Dover. 10) All businesses operating in the City of Dover are required to obtain a City of Dover Business Licenses from the Licensing and Permitting Division. Any Public Occupancy Use is additionally required to obtain a Public Occupancy Permit from the City of Dover. The Service of Alcohol requires a License issued by the State of Delaware. 11) Construction may have an effect on the adjacent property owners. Any work requiring the closing or rerouting of residents or visitors should be coordinated as to offer the least amount of inconvenience. Any activity on site must also be compliant with any applicable noise restrictions. 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. 43

Item 1. CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY ADMINISTRATIVE REVIEW DATE: OCTOBER 27, 2021 APPLICATION: Rail Haus at 92 North West Street FILE #: S-21-12 REVIEWING AGENCY: City of Dover Department of Public Works 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 STORMWATER 1. None. STREETS 1. Clarification is required regarding the “Mill Boundary” provided for on the plan at the end of Cecil Street. All pavement within the City right-of-way must meet current City standards which does not include leaving a milled surface. SANITATION 1. The plan indicates that sanitation services will be provided by the City of Dover. This site can be provided with a maximum of two, ninety-gallon trash carts on a once-a-week collection schedule. If this is not adequate for the proposed restaurant, private collection services will be required. 2. The plan indicates “Proposed Trash” on the east side of the building along North West Street. Trash carts cannot be collected along North West Street due to the bike lane. A collection location must be coordinated with the Department of Public Works and indicated on the plan. In addition, the cart enclosure should also be provided on the plan. GENERAL 1. None. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES STORMWATER / STREETS / SANITATION / GENERAL 1. None. ADVISORY COMMENTS TO THE APPLICANT STORMWATER / STREETS / SANITATION / GENERAL 1. None. 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. 44

Item 1. CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: OCTOBER 27, 2021 APPLICATION: Rail Haus at 92 North West Street FILE #: S-21-12 REVIEWING AGENCY: City of Dover Department of Water & Wastewater CONTACT PERSON: Jason A. Lyon, P.E., Director of Water & Wastewater CONTACT PHONE #: 302-736-7025 CONTACT PHONE #: jlyon@dover.de.us T HE S UBJECT P ROPOSAL HAS BEEN R EVIEWED FOR C ODE C OMPLIANCE , P LAN C ONFORMITY AND C OMPLETENESS IN A CCORDANCE WITH THIS A GENCY ’ S A UTHORITY AND A REA OF E XPERTISE . T HE F OLLOWING I TEMS HAVE BEEN I DENTIFIED AS E LEMENTS W HICH N EED TO BE A DDRESSED BY THE A PPLICANT : CITY AND STATE CODE REQUIREMENTS WATER 1. All water utility components must meet the requirements of the Water Wastewater Handbook, effective date March 22, 2010. Please contact our office for more information. 2. The following notes must be added to the plans: a. Hydrant connections by the contractor are prohibited. This method may not be utilized during any phase of the project. b. Any existing water lines not to be utilized by the proposed facility must be properly abandoned at the mains in accordance with the City of Dover Department of Water & Wastewater specifications and requirements. c. The site contractor shall contact the City of Dover Department of Water & Wastewater Construction Manager at (302) 736- 7025 prior to the start of construction. A representative from the City of Dover Department of Water & Wastewater must observe and approve all City owned water and sanitary sewer interconnections and testing. All water taps must be performed by a City of Dover approved contractor. The proposed location for the water connection may need to be adjusted in the field due to conditions of the existing main. Possible conditions that would require tapping relocation include proximity to pipe joints, other taps, concrete encasements, conflict with other utilities, and the like. Test holes must be performed by the contractor to determine the best tapping location. The City of Dover will not be held responsible for field conditions requiring adjustment of the tapping location or for any work required by the contractor to make an appropriate and lawful connection. 3. The size, type, and location of all proposed and existing water lines and valves must be shown on the plan. 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 45

Item 1. Rail Haus at 92 North West Street File #: S-21-12 October 27, 2021 Page 2 of 3 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. WASTEWATER 1. All wastewater utility components must meet the requirements of the Water Wastewater Handbook, effective date March 22, 2010. Please contact our office for more information. 2. The following notes must be added to the plans: a. Any existing sanitary sewer lines not to be utilized by the proposed facility must be properly abandoned at the mains in accordance with the City of Dover Department of Water & Wastewater specifications and requirements. b. Part II, Chapter 180, Article III, Section 180-10 of the Code of Kent County requires that “no person shall discharge or cause to be discharged any stormwater, surface water, uncontaminated groundwater, roof runoff, subsurface drainage, uncontaminated noncontact cooling water or unpolluted industrial process waters to any sanitary sewer”, this shall include condensate. Sec. 110-231 of the City of Dover Code defines storm sewer as “…any system used for conveying rain water, surface water, condensate, cooling water or similar liquid wastes, exclusive of sewage.” The contractor, developer, owner and designers shall ensure during construction that no illegal discharges to the sanitary sewer system are created with the site improvements. 3. The size, length, slope, type and flow directions must be shown on all existing and proposed sanitary sewer lines. Rim and invert elevations must be labeled on all sanitary structures. 4. Cleanouts must be installed on sanitary sewer laterals within five feet (5’) of the building, one foot (1’) outside of the right-of- way and at all bends. Any cleanout located within a traffic bearing location shall be installed with a heavy duty cast iron frame and cover to prevent damage to the cleanout and lateral. 5. Sizing (flow) calculations must be submitted for all sanitary sewer laterals (other than for single-family dwellings) showing that velocity and all other requirements are met. 6. The minimum size of all sanitary sewer laterals shall be six-inch (6”). 7. If kitchen facilities are proposed a minimum 1,000 gallon, two chamber grease trap, meeting all Kent County ordinance requirements, must be provided. A construction detail for the proposed grease trap, as well as the proposed location, must be provided on the plan. GENERAL 1. All existing utilities shall be adjusted to final grade in accordance with current City of Dover requirements and practices. This must be included as a note on the plan. 2. No trees may be planted within ten feet (10’) of utility infrastructure. 3. No structure may be installed within ten feet (10’) of utility infrastructure, please depict all underground utilities and structures on the utility plan sheet to confirm compliance. 4. The final site plan must be submitted in the following compatible digital formats: a. AutoCAD 2018 (.dwg format). b. Adobe Reader (.pdf format). 46

Item 1. Rail Haus at 92 North West Street File #: S-21-12 October 27, 2021 Page 3 of 3 RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES WATER / WASTEWATER / GENERAL 1. None. ADVISORY COMMENTS TO THE APPLICANT WATER 1. The City of Dover water system is available to this site. The developer is responsible for all costs associated with extending and providing service to the proposed development. 2. Prior to plan approval, the water system plans must be submitted to the Division of Public Health, Office of Drinking Water for review and approval. The owner/developer will be responsible for providing all completed forms and plan sets to the City of Dover as required for submission to the Office of Drinking Water. Plans will not be submitted to the Office of Drinking Water until review has been completed by our office. 3. Hydrant flow testing is currently only performed during the spring and fall. The applicant must call the Department of Water & Wastewater directly to schedule these tests. This applies to both existing hydrants as well as those proposed for the site. 4. Water impact fees may be required to be paid prior to Certificate of Occupancy for this project. WASTEWATER 1. The City of Dover sanitary sewer system is available to this site. The developer is responsible for all costs associated with extending and providing service and capacity to the proposed development. 2. Prior to plan approval, it may be required to submit the sanitary sewer system plans to the DNREC, Division of Water Resources, Surface Water Discharges Section for review and approval. The owner/developer is responsible for providing all application fees, completed forms and plan sets directly to DNREC. 3. Profiles of the sanitary sewer main must be provided with the construction plans. All water, sanitary sewer and storm sewer crossings must be shown on the profiles. 4. Wastewater impact fees may be required to be paid prior to Certificate of Occupancy for this project. GENERAL 1. The applicant is advised that depending upon the size of the existing water service and sanitary sewer lateral to be abandoned, flowable fill may be required. 2. Construction plans will not be reviewed by our office unless all previous comments have been clearly addressed within the plan set and accordingly identified within an itemized response letter and with the Water/Wastewater Initial Plan Submission Checklist, which can be obtained from the following website: https://imageserv9.team- logic.com/mediaLibrary/198/WaterWastewaterHandbookFinal_1.pdf, page 88. 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 . 47

Item 1. CITY OF DOVER ELECTRIC DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY STAFF D.A.C. MEETING DATE: OCT 27, 2021 APPLICATION: Rail Haus at 92 North West Street FILE #: S-21-12 REVIEWING AGENCY: City of Dover Electric Department CONTACT PERSON: Paul Waddell, Electric Director CONTACT PHONE #: 302-736-7072 CONTACT EMAIL #: pwaddell@dover.de.us T HE S UBJECT P ROPOSAL HAS BEEN R EVIEWED FOR C ODE C OMPLIANCE , P LAN C ONFORMITY AND C OMPLETENESS IN A CCORDANCE WITH THIS A GENCY ’ S A UTHORITY AND A REA OF E XPERTISE . T HE F OLLOWING I TEMS HAVE BEEN I DENTIFIED AS E LEMENTS W HICH N EED TO BE A DDRESSED BY THE A PPLICANT : CITY AND STATE CODE REQUIREMENTS ELECTRIC 1. The roadway and curbing must be in. 2. The right-of-way must be within 6" of final grade. 3. The property corners must be staked. 4. Owner is responsible for locating all existing underground electric, communications and water facilities. 5. Owner is responsible for installing all conduits and equipment pads per the City of Dover Engineering Department specifications. 6. Owner is responsible for site and/or street lighting. 7. Meter locations will be determined by City of Dover Engineering Department. 8. Load sheets and AutoCAD compatible DXF or DWG diskettes of site plans, including driveways, are required prior to receiving approved electrical construction drawings. 9. Any relocation of existing electrical equipment will be engineered by the City of Dover Electric Department. Developer may be required to perform a quantity of the relocation. Any work performed by the City of Dover will be at the owner’s expense. 10. Prior to construction, owner is responsible for granting an easement to the City of Dover Electric Department. Easement forms will be furnished and prepared by the City of Dover Electric Engineering Department. 11. Fees will be assessed upon final site plans. The owner will be responsible for fees assessed prior to construction. Owner is required to sign off plans prepared by the Electric Department. 12. Must maintain 10' clearance around all electrical equipment, unless pre-approved by the City of Dover Electric Engineering Department. 48

Item 1. Rail Haus at 92 North West Street File #: S-21-12 October 27, 2021 Page 2 of 2 13. Prior to the completion of any/all designs and estimates, the owner is responsible for providing the Electric Engineering Department with a physical address of the property. 14. All Engineering and design for Dover Electric will be engineered upon final approved plans. All Engineering work will be furnished by the City’s Electric Engineering Department. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES ELECTRIC 1. Owner must give the City of Dover Electric Department three (3) months’ notice prior to construction. Owner is responsible for following the requirements outlined in the City of Dover’s Electric Service Handbook. The handbook is now available on the website at the following link: https://evogov.s3.amazonaws.com/media/27/media/13108.pdf. ADVISORY COMMENTS TO THE APPLICANT ELECTRIC 1. Provide load sheets as soon as possible for proper sizing of transformers and creation of primary fee estimates. Current load sheets can be found at the following link: https://www.cityofdover.com/media/Electric%20Department/COD%20Electric%20Load%20Sheet.pdf. 2. Electric service is currently provided by the City. 3. Payment for new service extension will be required from developer prior to construction. I F Y OU H AVE A NY Q UESTIONS OR N EED TO D ISCUSS ANY OF THE A BOVE C OMMENTS , P LEASE C ALL THE A BOVE C ONTACT P ERSON AND THE P LANNING D EPARTMENT AS S OON AS P OSSIBLE . 49

C F S-21-12 I IItem 1. T R CITY OF DOVER Y E DEVELOPMENT ADVISORY COMMITTEE O M F A APPLICATION REVIEW COMMENTARY R D.A.C. MEETING DATE: 10/27/21 D S O H V A E L R APPLICATION: Rail Haus at 92 N West St FILE #: S-21-12 REVIEWING AGENCY: City of Dover, Office of the Fire Marshal CONTACT PERSON: Jason Osika, Fire Marshal PHONE #: (302) 736-4457 THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY, AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY’S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESS BY THE APPLICANT: CITY AND STATE CODE REQUIREMENTS: 1. Proposed occupancy classification is assembly. 2. Building Access shall be no further than 50 feet from a primary entrance Where buildings are provided with an automatic sprinkler system installed in accordance with NFPA 13, access shall be no further than 100 feet from the primary entrance. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3.4) 3. Parking shall be prohibited in front of the primary entrance for a width of not less than 1.5 times the width of the door(s) or for 10 feet, whichever is greater. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 6.3.2) 4. Perimeter access shall be 50% (25% if sprinklered) and clearly shown on the plans. Perimeter Access minimum width shall be 15 feet measured from the face of the building at grade with a maximum slope of ten percent (10%). Plantings and utility services (includes condenser units, transformers, etc.) shall be permitted within the perimeter access, and shall not interfere with emergency services fire ground operations. If a physical barrier (fence, pond, steep slope, etc) prevents access, that portion of the building perimeter shall not be included in the calculation of Percent of Perimeter Access. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 5, 3.5) 5. 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. 50

Item 1. 6. Street width shall be in accordance with City of Dover Code of Ordinances, Appendix A, Article VII, Section A. 13, Residential areas 24 feet wide with no parking, 30 feet wide with parking on one side, or 36 feet wide with parking on both sides Commercial areas 26 feet wide with no parking, 32 feet wide with parking on one side, or 38 feet wide with parking on both sides Alley 12 feet wide 7. Any dead-end road more than 300 feet in length shall be provided with a turnaround or cul-de-sac as outlined in the 2021 Delaware State Fire Prevention Regulations 705, chapter 5, 2.3. 8. Speed Reduction Devices must be approved, please see City of Dover Ordinance Chapter 98-10 in reference to this process. 9. Gated Areas: Fire Department access shall be provided to the property through the use of a system or device approved by the Fire Marshal. The system or device required shall be located in an area accessible to the fire department and approved by the Fire Marshal. All gates shall be either automatic or manual. An automated system shall consist of one manual and one automated means to open the gate. The owner or their representative shall meet with the Fire Marshal prior to submission to agree on the system. A letter of agreement shall be created and signed by both parties. The letter shall include a detailed description of both the manual and automated means. A manual gate shall consist of one manual means to open the gate. The owner or their representative shall meet with the Fire Marshal prior to submission to agree on the means to open. A letter of agreement shall be created and signed by both parties. The letter shall include a detailed description of the manual means to open. To be considered accessible for fire department apparatus the actual clear openings shall be not less than 14 feet, the paved surface through the gate shall be not less than 12 feet, and the gate shall be setback from the perpendicular street by at least 50 feet. Please contact this office to discuss options available to comply with this requirement. (2021 Delaware State Fire Prevention Regulations 705, Chapter 5, 2.6) 10. NFPA 72 compliant Fire Alarm System TBD 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 51

Item 1. 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) 11. Sprinkler system TBD. System is to be monitored by an approved Fire Alarm System. This chapter shall apply to all buildings, structures, marine vessels, premises, and conditions which are modified by more than 50% after the effective date of these Regulations. The 50% figure shall be calculated utilizing the gross square footage of the building, structure, marine vessel, premises and conditions as to arrive at the correct application. Any proposal that is presented to the Office of the State Fire Marshal for review and approval for a building rehabilitation as defined in the 101 Life Safety Code, for less than 50% of the gross square footage of a non-sprinklered building, may not have another such project for the same building submitted for review and approval any sooner than three (3) years after the date of the final inspection unless sprinkler projection is provided throughout the entire building. In all buildings exceeding 10,000 square feet of aggregate, gross floor area. In all buildings in excess of 40 feet in height or more than four (4) stories in height. In all buildings or areas thereof used for the storage, fabricating, assembling, manufacturing, processing, display or sale of combustible goods, wares, merchandise, products, or materials when more than two (2) stories or 25 feet in height. In all basement areas exceeding 2,500 square feet floor area. In residential occupancies when of: Type V (0,0,0) or Type III (2,0,0) construction and exceeding two (2) stories or 25 feet in height. Type V (1,1,1) and Type III (2,1,1) or Type IV (2,H,H) construction exceeding three (3) stories or 3In all residential apartment buildings storage areas except individual unit closets that are located within individual residential living units. In all buildings used as health care occupancies as defined in the Life Safety Code, NFPA 101, as adopted and/or modified by these Regulations. In all buildings or areas classified as "high hazard" under the Life Safety Code, NFPA 101, or "extra hazard" under the Standard for the Installation of Sprinkler Systems, NFPA 13, as adopted and/or modified by these Regulations. 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. 52

Item 1. 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) 12. Fire Department Connection is to be a 5-inch stortz connection on a 30-degree elbow located within 50 feet of main entrance. Access to the Fire Department Connection must be clear unobstructed access as defined by the AHJ. Fire department connections. Unless otherwise approved by the fire marshal, fire department connections shall be on the street side of the building and shall be located and arranged so that hose lines can be readily and conveniently attached to without interference from any nearby obstructions as defined by the fire marshal's office. Fire department connections shall be a five- inch Storz. Fire department connections shall be within 300 feet of an approved City of Dover Fire Hydrant and within 50 feet of the main entrance of the structure it serves. All fire department connections shall be not less than three feet nor more than five feet in height above finished grade. The fire marshal shall have the authority to require more stringent requirements when deemed necessary. (City of Dover Code of Ordinances 46-162) 13. 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) 14. Fire Department Connection to be located within 300 feet of fire hydrant, measured as hose would come off the fire equipment. 15. All standpipe and sprinkler connections shall be marked as prescribed within the appropriate section of this regulation and as illustrated by the appropriate figures of this regulation. All standpipe and sprinkler connections shall have minimum of four inch (4") solid yellow demarcation lines to define specific areas, Solid yellow demarcation lines shall be measured from the center line of the connection and extend for a distance of four feet (4') on both sides, and where parking is allow between the building and the street or fire lane the solid yellow demarcation lines shall extend from the end of the sidewalk surface to the street or fire lane (Markings shall not be required on the sidewalk surface). All fire department connections (standpipe and sprinkler) shall have a minimum 12" x 18" sign that reads FIRE DEPT. CONNECTION, sign lettering shall be a minimum of 3 inches (3") in height with red scotchlite letters on white scotchlite background. The sign shall be clearly visible from the fire lane or roadway, and signs using NFPA international symbols shall be an acceptable alternative. (2021 Delaware State Fire Prevention Regulations, 705, Chapter 6, 3) 53

Item 1. 16. 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) 17. 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, 54

Item 1. 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) 18. TBD A lock box (Knox) containing any and all means necessary for fire department access shall be provided at the following occupancies: any occupancy that contains a fire alarm signaling system that is monitored off-site, or any occupancy that contains an automatic sprinkler system. (2021 Delaware State Fire Prevention Regulations 705, Chapter 5, 2.4) Secured key systems. When required; exemption. A secured key system shall be required for any new or existing building where a fire alarm or sprinkler system is being installed. It shall be the responsibility of the owner or occupant to keep a set of keys in the secured key box that are current to the locks of the protected occupancy. Buildings with 24-hour staffing or guard service shall be exempt from this subsection. Location. The secured key system shall be located as close to the main entrance as possible. Should the building design not allow the secured key system to be located by the main entrance, the fire marshal and fire chief shall come to an agreement as to an alternate location for the key box. A secured key system, once installed, shall not be obstructed from view or obstructed by any means that would delay the fire department access to the box. Required keys. Keys to be secured in the key box shall include keys to all points of ingress or egress, whether on the interior or exterior of the building, and keys to locked mechanical rooms, electrical rooms, elevator rooms, fire alarm and sprinkler controls and any area protected by automatic fire detection. Keys to individual residential apartment units are not required. Ordering responsibility. It shall be the responsibility of the general contractor to order the key box for new buildings. It shall be the responsibility of the owner or tenant to order the key box for existing buildings. Installation before testing. No acceptance test for sprinklers or fire alarms shall be conducted before the installation of a key box. (City Code of Ordinances 46-127) Knox Box to be mounted 6 feet above ground level 19. All required means of egress shall have an exit discharge consisting of a non-slip surface and leading to and terminating at a public way. NFPA 101 20. Project to be completed per approved Site Plan. 21. Full building and fire plan review is required. 22. 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. 23. Construction or renovations cannot be started until building plans are approved. 55

Item 1. 24. 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. 25. Building cannot be occupied by the public until a Certificate of Occupancy is obtained. ADDITIONAL / SPECIFIC REQUIREMENTS TO OBTAIN APPROVAL: 1. This is a change in occupancy classification. Plans from an authorized/licensed design professional are required to be submitted to the Chief Building Inspector showing how code compliance will be achieved with the new occupancy. This submittal needs to be approved by the Chief Building Inspector. 2. Confirm what the accessory structure use will be 3. State of DE Public Health approval will be needed 4. State of DE ABC approval will be needed 5. Occupant load will determine certain requirements listed above 6. There appears to be a fence going through the neighboring building. APPLICABLE CODES LISTED BELOW (NOT LIMITED TO): 2021 NFPA 1 Fire Code (NFPA; National Fire Protection Association) 2021 NFPA 101 Life Safety Code (NFPA; National Fire Protection Association) 2019 NFPA 72 National Fire Alarm and Signaling Code (NFPA; National Fire Protection Association) 2019 NFPA 13 Installation of Sprinkler Systems (NFPA; National Fire Protection Association) 2009 IBC (International Building Code) Latest editions of all other NFPA Codes as defined by the Delaware State Fire Prevention Regulations 2021 Delaware State Fire Prevention Regulations City of Dover Code of Ordinances *If you have any questions or need to discuss any of the above comments, please call the above contact person listed. 56

Item 1. CITY OF DOVER D E DEVELOPMENT ADVISORY COMMITTEE L APPLICATION REVIEW COMMENTARY D O T =============================================================== APPLICATION: Rail Haus (92 North West Street) FILE#: S-21-12 REVIEWING AGENCY: DelDOT CONTACT PERSON: Ryan Schroder PHONE#: 302-760-2674 =============================================================== THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY'S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESSED BY THE APPLICANT: CITY & STATE CODE REQUIREMENTS: No person, firm, corporation or the like shall construct, open, reconstruct, maintain, modify or use any crossing or entrance onto a state-maintained highway, street or road, including any drainage modifications leading into or carried by the highway drainage system, without first having complied with standards and regulations adopted by the Department and having obtained a permit issued by the Department. Please contact the Delaware Department of Transportation - Development Coordination section to begin permit process. RECOMMENDATIONS SUGGESTED AS CONDITIONS OF APPROVAL TO MEET CODE OBJECTIVES: ADVISORY COMMENTS TO THE APPLICANT: 1. Access to this property is from a city maintained road. 57

KENT CONSERVATION DISTRICT Item 1. 1679 SOUTH DUPONT HIGHWAY • DOVER, DELAWARE 19901• (302) 608-5370 • WWW.KENTCD.ORG CITY OF DOVER DEVELOPMENT ADVISORY COMMITTEE APPLICATION REVIEW COMMENTARY November 2021 APPLICATION: Rail Haus at 92 North West Street FILE #: S-21-12 REVIEWING AGENCY: Kent Conservation District CONTACT PERSON: Kate Owens PHONE: (302) 608 – 5370 EMAIL: stormwater@kentcd.org THE SUBJECT PROPOSAL HAS BEEN REVIEWED FOR CODE COMPLIANCE, PLAN CONFORMITY AND COMPLETENESS IN ACCORDANCE WITH THIS AGENCY’S AUTHORITY AND AREA OF EXPERTISE. THE FOLLOWING ITEMS HAVE BEEN IDENTIFIED AS ELEMENTS WHICH NEED TO BE ADDRESSED BY THE APPLICANT: Source: 2019 Delaware Sediment and Stormwater Regulations CITY AND STATE CODE REQUIREMENTS: 1. As the disturbance for this site will exceed 5,000 square feet, a sediment and stormwater management plan must be reviewed and approved by our office prior to any land disturbing activity (i.e. clearing, grubbing, filling, grading, etc.) taking place. A standard plan can be submitted if the limit of disturbance is less than or equal to 1 acre and the curve number for the parcel does not increase by one. 2. The following notes must appear on the record plan: • The Kent Conservation District reserves the right to enter private property for purposes of periodic site inspection. • The Kent Conservation District reserves the right to add, modify, of delete any erosion or sediment control measure, as it deems necessary. • A clear statement of defined maintenance responsibility for stormwater management facilities. ADVISORY COMMENTS TO THE APPLICANT: 1. There is no requirement to develop a Contaminated Materials Management Plan (CMMP) at this time, but the District recommends that a CMMP be drafted in the unlikely event contaminated soils are encountered during construction. 2. The conditions stated in the letter of No Further Action dated September 13, 2011 are to be included in erosion and sediment control plan notes. 3. A pre-application meeting is required upon plan approval and can be scheduled by contacting the District’s office. 4. A letter of no objection to recordation will be provided upon approval of a Sediment and Stormwater Management Plan. 58

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Item 2. From: Gray, Mary Ellen To: Rivera, Arielle M Cc: Bennett, Andria Subject: FW: EXTERNAL: Updated plans - 401 W. Water Street - preliminary zoning review Date: Thursday, April 6, 2023 10:54:15 AM Attachments: image1.png image2.png Site Plan Process Flow Chart 6-2016.pdf image001.png From: Gray, Mary Ellen Sent: Friday, March 31, 2023 5:29 PM To: shh241@comcast.net Cc: Harvey, Tracey <tharvey@DOVER.DE.US>; Hugg, Dave <dhugg@DOVER.DE.US>; Bennett, Andria <abennett@DOVER.DE.US>; Melson-Williams, Dawn <dmelson@DOVER.DE.US>; Swierczek, Julian D. <jswierczek@DOVER.DE.US>; Oehmke, Katherine M. <koehmke@DOVER.DE.US> Subject: FW: EXTERNAL: Updated plans - 401 W. Water Street - preliminary zoning review Dear Sue – The Planning staff has reviewed your concept below and has the following comments. Zoning 401 W. Water Street is zoned Institutional and Office zone. Here is the link to the zoning district in the Code for your reference: https://library.municode.com/de/dover/codes/code_of_ordinances?nodeId=PTIICOOR_APXBZO_ART3DIRE_S10INOFZOIO Emergency shelters and transitional housing is an allowed use per Appendix B, Article 3 Section 10 (g) Definitions The definition of transitional housing per Appendix B, Article 12: A residential facility developed in a one-family dwelling unit that is established to provide transition from homelessness to permanent housing, and generally integrated with other social services and counseling programs to assist in the transition to self-sufficiency through acquisition of stable income and permanent housing. Since the definition for transitional housing includes a one-family dwelling unit, transitional housing is limited to one-family dwelling units. The definition of a dwelling unit per Appendix B Article 12 includes: A building or entirely self-contained portion thereof containing complete housekeeping facilities for only one family, including any domestic servants employed on the premises, and having no enclosed space (other than vestibules, entrance or other hallways or porches) or cooking or sanitary facilities in common with any other dwelling unit. A boarding[house] or roominghouse, convalescent home, dormitory, fraternity or sorority house, hotel, inn, lodging, nursing, or other similar home, travel trailer, recreational vehicle, or other similar structures or vehicles shall not be deemed to constitute a dwelling unit. The definition of a family per Appendix B Article 12 includes: One or more persons occupying a dwelling unit as a single housekeeping unit. More than five persons, exclusive of domestic servants, or not more than one boarder or roomer, not related by blood, marriage or adoption, shall not be considered to constitute one family. The definition of dwelling, one-family per Appendix B Article 12 includes: A building or entirely self-contained portion thereof containing complete housekeeping facilities for only one family, including any domestic servants employed on the premises, and having no enclosed space (other than vestibules, entrance or other hallways or porches) or cooking or sanitary facilities in common with any other dwelling unit. A boarding[house] or roominghouse, convalescent home, dormitory, fraternity or sorority house, hotel, inn, lodging, nursing, or other similar home, travel trailer, recreational vehicle, or other similar structures or vehicles shall not be deemed to constitute a dwelling unit. Housing units as proposed below: Dwelling units – need to meet definitions as described above. The units need to be a dwelling unit, are separate dwelling and living spaces, and be for one family The units need to be built to building code Access to Water Street – This is a state maintained road. It will need DelDOT approval for access (part of site development plan process) Other items of note Parking · Requirements are 1 per 300 sq feet of floor area = 2 per unit if unit is 600 square feet · Can ask for reduction Appendix B Article 6 Section 3.9 – not to exceed a 50% reduction Setbacks · Front – 10’ · Rear – 15’ · Side 10’ Other considerations · Tree Planting requirements · Stormwater management Please note that these comments are based on the information provided below and it is not an approval of this project. Should this concept move forward, then a site development plan would need to be put together for review by staff and Planning Commission. I have attached a flow chart that outlines this process. Please let me know if you have any questions. Thank you. Warm Regards, MEG Mary Ellen Gray, AICP Director Planning, Inspections and Community Development City of Dover (302) 736-7196 phone (302) 736-4217 fax mgray@dover.de.us Our mission is to provide quality public service to our diverse group of customers with professionalism, respect, & integrity. From: Harvey, Tracey <Tharvey@dover.de.us> Sent: Tuesday, February 7, 2023 2:33 PM To: Gray, Mary Ellen <mgray@dover.de.us> Subject: FW: EXTERNAL: Updated plans Hi Mary Ellen, I am forwarding the plans that Sue Harris sent. Thanks, Tracey From: Sue <shh241@comcast.net> Sent: Tuesday, February 7, 2023 1:53 PM To: Hugg, Dave <dhugg@dover.de.us>; Harvey, Tracey <Tharvey@dover.de.us> Subject: EXTERNAL: Updated plans WARNING: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Mr Hugg and Ma Harvey, I’m attaching some cleaner plans that includes a plan with the structures situated to be connected by breezeways or something. I listed to give you something a little easier to look at. I wasn’t able to find Mrs Grey’s email address so I’d like to ask if one of you could forward this to her please. I’ve sent Andria a letter asking if she would please put us on the agenda and also asking her for a letter to verify we are on the agenda. We would like to share that with the county regarding our grant application. We were in a bit of limbo waiting to fill in the blanks of a potential site (again). We had tried twice earlier this year but final wetland delineations proved the property unusable. I’ve also attached some shots of the cottages in Indian River that inspired this particular layout. There’s is 2 story and we only want one and these are a bit bigger, the ones we’ve drawn up are a bit smaller to fit the area. Thanks again for a productive meeting and we look forward to being official plans and a lot of energy and answers to the meeting in April. We look forward to answering any questions you might have along the way. Sincerely Sue Harris 302-423-6049 61

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Item 2. Site Plan Review Process Flow Chart Application D.A.C. Meeting First or Second Wednesday Pre-Application Deadline of the Next Month at Meeting First or Second Friday 10:00 AM, Meeting Location of the Month— 4 PM Announced * Conceptual site plans * Application Form * 20 copies of your Site Plan * Project professional * 15 copies of Building Architecture * Mailing list Request & Project Contact List * Filing fee * Any additional information Planning Final Plan Apply For Commission Check Print Submission Building Permit Meeting Submission Plan Must be Complete Construction Must Third Monday of the Month Within 2 Years of Approval Commence Within 2 Years 7:00 PM Council Chambers of Approval *1 complete set * Minimum of 3 of plans with all complete sets of plans revisions with original signatures and professional seals * Denotes Submission Items City of Dover SITE PLAN Application Packet Revised: 9/27/2016 64

ACTION FORM Item 3. PROCEEDING: Legislative, Finance, & Administration DEPARTMENT OF ORIGIN: Human Resources Department DATE SUBMITTED: March 27, 2023 PREPARED BY: H. Naomi Poole, Human Resources Director SUBJECT: Donated Sick Leave Policy REFERENCE: RELATED PROJECT: REVIEWED BY: Dave Hugg, City Manger EXPENDITURE REQUIRED: AMOUNT BUDGETED: FUNDING SOURCE (Dept./Page in CIP & Budget): TIMETABLE: Implement 1 month following approval STAFF RECOMMENDATION: Approval of proposed policy BACKGROUND AND ANALYSIS Discussions regarding the development of a donated sick leave policy have been occurring for over a year with Human Resources and the City Manager’s Office. We have seen an uptick of hospitalizations as well as various medical emergencies that have resulted in looking further into the creation of this policy. The Donated Sick Leave Policy is developed to assist employees who have exhausted their accrued leave (sick, vacation, compensation, or personal) but need additional sick leave for a particular medical situation. Other city employees would be able to donate accumulated sick time to employees that are in need of additional sick time. A committee will be formed to review the circumstances of the request. This will allow employees to receive compensation in order to provide for themselves and family during what may be a difficult time. Indicated below is the suggested policy. 65

Item 3. Donation Sick Leave Policy Policy Statement The City of Dover recognizes that employees may suffer from illness or injury for themselves or members of the employee’s family, resulting in a need for additional time off in excess of their available sick leave. To address this need, all eligible employees will be allowed to donate accrued paid sick leave hours from their unused balance to their co-workers in need of additional paid time off, in accordance with the policy outlined below. This policy is strictly voluntary. Donated Leave Review Committee: The Committee will review and recommend leave request that meet eligibility requirements. The Committee will direct Human Resources department when to solicitate the necessity of additional donated leave for an employee. The Committee consists of three (3) members: Human Resources representative, Employee Representative, City Manager or his/her Designee. Eligibility Employees must be employed with the City of Dover for a minimum of six (6) months to be eligible to donate and/or receive donated sick. Employees receiving donated leave must have exhausted all of their accrued leave (sick, vacation, compensatory, or personal). Guidelines Employees who would like to make a request to receive donated sick leave from their co-workers must have a situation that meets the following criteria: Medical: Sick leave shall be granted to an employee absent from work for any of the following reasons: sickness, bodily injury, required physical or dental examinations/treatment or exposure to a contagious disease when continuing to work might jeopardize the health of others and for the care of immediate family residing in the employee’s principle place of residence. Additional situations will be considered by the Donated Leave Review Committee for the use of sick time. Immediate family member is defined as employee’s spouse, son, daughter, dependent or parent who resides with the employee or who requires personal attendance/dependence of the employee for greater than 50% of the family member’s illness or injury. Donation of Sick Time • The donation of sick time is strictly voluntary. • Donated sick time will go for use by eligible recipients. • Recipient identity will not be disclosed to donating employees. • The donation of sick time is on an hourly basis, without regard to the dollar value of the donated or used leave. 1 Revised 3/2023 66

Item 3. • The number of sick hours that an eligible employee may donate is in increments of 8 hours; the maximum donation is 80 hours of sick time per year. After donating sick leave, donors must retain a balance of at least 80 hours of accrued sick leave. • Employees cannot borrow against future sick time to donate. • Employees who are currently on an approved leave of absence cannot donate sick time. • Employees who would like to donate leave are required to complete a Request for Donated Sick Leave form and submit to Human Resources. • Donation of leave is not tax deductible. • Retiring employees cannot donate excess of terminal leave/lump sum. • Upon resignation, employees cannot donate any remaining balance of sick time. Requesting Donated Sick Time • Employees who would like to request donated sick time are required to complete a Donation of Sick Time Request Form and submit it to Human Resources. • If the recipient employee has available sick, vacation, compensatory, or personal time in his or her balance, this time will be used prior to any donated sick time. Donated sick time may only be used for time off related to the approved request. • Employees who receive donated sick time may receive no more than 240 hours (6 weeks) within a rolling 12-month period. • Nothing in this policy will be construed to limit or extend the maximum allowable absence under the Family and Medical Leave Act (FMLA). • Donated leave is not to be granted for any wages already paid through a wage replacement program such that total wages from any source would exceed 100% of employee’s base wages. • Donated leave is not to be used to pay wages already determined to be an offset under short- term disability (STD). Example: An employee receiving 70% wage replacement through short-term disability (STD) would only qualify for an additional 30% of donated leave. • Donated leave will only be granted during an employee’s approved short-term disability (STD). Once released from short-term disability (STD), donated leave will not be available. • The receipt of donated leave is classified as taxable income subject to required payroll withholdings. 2 Revised 3/2023 67

Item 3. • Employee will need to submit a new request for additional donations if more time is needed beyond the original request. Procedures Once a request for donated leave has been received by Human Resources the Donated Leave Committee will meet within seven (7) business days to determine if the donated leave will be approved. Please note: Employee will be notified in writing (email or USPS mail) if donated leave was approved. Once donated leave is approved, the Donated Leave Committee will notify Human Resources to begin solicitation of donated leave. Solicitations for donated leave will comply with all HIPPA requirements and not include any personal health information. If sufficient donated leave has not been collected within ten (10) business days, the requestor will be notified in writing (email or USPS mail). If donated leave is received, Human Resources will notify payroll of the deduction of donated leave from the donator and the additional leave added to the requester’s timecard. The donation of sick time is on an hourly basis without regard to the dollar value of the donated or used leave. 3 Revised 3/2023 68

Item 4. ACTION FORM PROCEEDING: Council Committee of The Whole (Legislative, Finance and Administration) DEPARTMENT OF ORIGIN: Planning & Community Development DATE SUBMITTED: 3/27/23 PREPARED BY: Tracey Harvey SUBJECT: Community Development Block Grant (CDBG) proposed grant recommendations for multi-year approved CDBG projects REFERENCE: N/A RELATED PROJECT: N/A REVIEWED BY: N/A EXHIBITS: Proposed budget for CDBG recommendations EXPENDITURE REQUIRED: $321,669 AMOUNT BUDGETED: $321,669 FUNDING SOURCE (Dept./Page in CIP & Budget): CDBG Entitlement Grant TIME TIMETABLE: Pending Council approval, CDBG grant agreements will be prepared for execution and initiation of projects effective 7/1/23. RECOMMENDED ACTION: Award $321,669 in CDBG funds to sub-grantees to carry out approved CDBG activities. BACKGROUND AND ANALYSIS Community Development Staff has provided the proposed Community Development Block Grant (CDBG) allocation recommendations for the FY 2023 CDBG grant renewal fiscal year. The proposed grant funding recommendations will be allocated to the sub-grantees that were awarded multi-year grants from the approved 2020-2024 Consolidated Plan. The grant allocation for fiscal year 2023 has been received from the Department of Housing and Urban Development in the amount of $321,669. Up to twenty percent (20%) of the grant will be used for program administration to manage the CDBG program and up to fifteen percent (15%) of the grant will be applied towards public service activities not to exceed $48,250.35 The following activities are projects to be funded with proposed recommended funding allocations by staff. Homeownership Assistance Program The city will provide settlement assistance up to $20,000.00 to assist up to 5 low to moderate income persons that are first time homebuyers purchase affordable housing in the City of Dover. Grant Request: $123,418.65 Recommended funded amount: $123,418.65 Program Administration CDBG funds will be used to oversee management, monitoring and coordination of the CDBG program in the City of Dover. Up to twenty percent 20% of the total grant allocation will be used to fund program administration. Recommended funded amount: $55,000 69

Item 4. Dover Interfaith Mission for Housing CDBG funds will be used for operation costs for the building that will include utility and maintenance costs. This project is a public service activity and subject to the 15% cap requirement. Grant Request: $32,000 Recommended funded amount: $20,000 Central Delaware Housing Collaborative CDBG funds will be used for operations costs for a women’s shelter. This project is a public service activity and subject to the 15% cap requirement. Grant Request: $40,000 Recommended funded amount: $28,250.35 Milford Housing Development Corporation (Emergency Home Repairs) CDBG funds will be used to complete emergency home repairs for single family residential owner-occupied housing units that are found to be in violation of the City’s Housing Code. This project will serve between 5-15 low-income households. Grant Request: $40,000 Recommended funded amount: $40,000 Milford Housing Development Corporation (Homeowner Rehabilitation) CDBG funds will be used to rehabilitate single-family owner-occupied housing units that are found to be in violation of the City’s Housing Code. This project will service between 2-3 low-income households. Grant Request: $60,000 Recommended funded amount: $55,000 70

Item 5. CITY OF DOVER, DELAWARE ACTION FORM PROCEEDING: City Council DEPARTMENT OF ORIGIN: Police SUBMITTED ON: March 29, 2023 PREPARED BY: Capt Dickinson, Administration Division Commander REVIEWED BY: David S. Hugg, III, City Manager and Lori Peddicord, Controller / Treasurer SUBJECT: FY23 Budget - Police Dept Motorcycles Sole Vendor Purchase Approval TIMETABLE: Purchase to be initiated with Sole Vendor within five (5) days of approval RELATED PROJECT: N/A REFERENCE: N/A EXPENDITURE REQUIRED: $54,291.28 (two Harley Davidson motorcycles) AMOUNT BUDGETED: $67,400 FUNDING SOURCE (Dept./Page in CIP & Budget): FY23 CIP Budget page 62 (5/24/22 FY23 Draft) STAFF RECOMMENDATION: Approve the Sole Vendor Purchase from Rommel Harley Davidson in Smyrna, DE. BACKGROUND AND ANALYSIS: The Police Department budgeted for the replacement of two Harley Davidson Electra Glide Motorcycles in the FY23 CIP Budget. The purchase of a third Harley Davidson motorcycle is planned for FY24 because of the motorcycle that was totaled in an accident earlier this year. The most recent state contract for police motorcycles, GSS20702-MOTO_ATV, amended on 5/1/22 to extend the contract through 4/30/24, only included BMW police motorcycles. Therefore; the police department purchase of two motorcycles was initiated in a sealed bid process by the city. The bidding window closed on 3/2/23, but no bids were received. Since no bids were received, the only option left for this FY23 purchase, was to obtain a quote from a Harley Davidson dealer and pursue permission to purchase the bikes with sole vendor approval. As a result, the two Harley Davison dealers that expressed interest in the bidding process were contacted and quotes were requested. Only one quote was received on 3/28/23 for three motorcycles from Rommel Motorsports Delaware, the Harley Davidson dealer in Smyrna, DE. A copy of it is attached. Two Harley Davidson motorcycles are requested to be purchased from FY23 CIP funds and the third from FY24, if the motorcycle is approved in the CIP budget. 71

Item 5. Sole Vendor Justification: It would be very challenging for the police department to purchase BMW police motorcycles. The department has been invested in the Harley Davidson brand for decades. All training programs and safety practices are centered on the Harley Davidson brand. The department invests tens of thousands, calculated in both employee hours and school expenses, in advanced recurring training specific to the Harleys. As recently as November, 2023, at a cost in excess of $5,000, senior motorcycle officers were sent to Master Instructor training in Maryland. These officers provide the mandatory training for other officers in the unit and other units in the region. Due to this professional competence, and considerable industry experience, the Dover Police Department Motorcycle Unit is considered the premier motor unit and training choice in the State of Delaware. Consistency is the essential element to this reputation. In looking at the budget, the cost of BMW law enforcement motorcycles is much more expensive. The state contract base price for a BMW R 1250 RT-P law enforcement motorcycle is $30,693.34. It does not include the cost for the additional equipment and lighting required for the bike. The Harley Davidson Electra Glide police motorcycle base price is $19,500. The add-ons for equipment and lighting come to $7645.64 for a total price of $27,145.64 for the motorcycle. Harley Davidson motorcycles are maintained locally and the motorcycles and parts are made mostly in the US (70%). Conversely, BMW motorcycles and parts are manufactured outside the US. The closest location for BMW maintenance, as used by the Delaware State Police, is located in Jessup, MD, about 15 miles southwest of Baltimore. As the motorcycles need regularly scheduled maintenance for optimum performance, BMW ownership would be more economically impractical. There would be an added amount of time needed for officers to ferry/ride the motorcycles to and from the Baltimore-area maintenance facility. Plus, because imported BMW parts are more expense, the cost of maintenance will be much higher. Finally, any change to another motorcycle brand would significantly disrupt the efficiency of the motorcycle unit. There would be immediate inconsistencies in the training, safety practices, upkeep and maintenance. Additional funds would be needed to meet the new training requirements that accompany the introduction of a new brand of motorcycle, as well as the added cost of ownership. Remaining with the Harley Davidson product would maintain the cohesion of the unit we currently enjoy and keep the mission contained within the currently established budget. Staff recommends approval of the sole vendor request and purchase of the motorcycles for FY23 and FY24 (if approved in the budget) as requested. 72

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