The Docket · Government Meeting · DKT-2026-004798

On the agenda: Snow Hill Planning Commission Packet 11.05.26 — data center (Nov 5)

Name: On the agenda: Snow Hill Planning Commission Packet 11.05.26 — data center (Nov 5)
Start: 2026-11-05
End: 2026-11-05
Location: Planning Commission Packet 11.05.26

⚠ Agenda Watch Snow Hill, Maryland · Thursday, November 5, 2026 — in 5 days

About this record

The published agenda for this November 5 meeting contains: "data center". This is the public record BEFORE the vote — read the document, then show up. Public comment is where cancellations start.

WhenThursday, November 5, 2026
Check the agenda document for the meeting time.

WhereSnow Hill, Maryland

BodyPlanning Commission Packet 11.05.26

Money$60 on the table

On the record“data center”

The agenda, word for word

Government public record — the full text of the published document, archived October 30, 2026. Gold highlighting of key terms is ours, not the original’s. Read the original document ↗

58 pages · scroll to read

Page 1 of 58

WORCESTER COUNTY PLANNING COMMISSION AGENDA
Thursday, November 5, 2026
Worcester County Government Center
One West Market St., Room 1102
Snow Hill, Maryland 21863
The public is invited to view this meeting live: https://worcestercountymd.swagit.com/live
Due to recent email scams by an individual impersonating a County employee alleging that
unanticipated fees are owed, please know that Development Review and Permitting (DRP)
will never require payment by wire transfer. If you receive such an email or call, contact
DRP directly at 410-632-1200, and staff will be glad to assist you.

Call to Order (1:00 p.m.)

II.

Administrative Matters
A. Planning Commission Meeting Minutes – October 1, 2026
B. Board of Zoning Appeals Agenda – November 12, 2026
C. Technical Review Committee Agenda – November 10, 2026

III.

Waiver Request – 611 Holdings II Storage Yard
The applicant is requesting zoning code waivers regarding screening standards for a
proposed gravel storage yard on a 2.42-acre parcel located on the west side of Stephen
Decatur Highway Tax Map 26, Parcel 211, C-1 Neighborhood Commercial District, 611
Holdings II, LLC, owner / Vista Design, Inc., applicant/engineer.

IV.

Major Site Plan Review – Bayside Jet Drive
Proposed development of a commercial boat sales & parts facility/ warehouse. Located on
Ocean Gateway, Ocean City, MD Tax Map 26, Parcel 0123, C-2 General Commercial
District, EFJ Reals Estate LLC, owner / Vista Design, Inc., engineer.

Amendment of the Comprehensive Plan for Water and Sewerage Systems - Worcester
County, Maryland.
Request to expand the sewer and water planning areas for connection of the subject
properties to the water and wastewater systems of the Ocean Pines Sanitary Service Area
for a residential development of 59 units. Ocean Pines Partnership, owner / Hugh Cropper.,
applicant. Case No. SW 2026-02.

VI.

Adjournment

Page 1 of 1
Planning Commission Agenda

Page 2 of 58

WORCESTER COUNTY PLANNING COMMISSION
MEETING MINUTES – October 1, 2026
Meeting Date: October 1, 2026
Time: 1:00 P.M.
Location: Worcester County Government Office Building, Room 1102
Attendance:
Planning Commission
Jerry Barbierri, Chair
Phyllis Wimbrow, Vice Chair
Marlene Ott
Teresa Purnell-Milbourne
Alec French
Jerry Barbierri
Kathy Drew
I.

Call to Order

II.

Administrative Matters

Staff
Jennifer Keener, Director, DRP
Seth Reid, Deputy Director, DRP
Betsy Jackson, Zoning Administrator, DRP
Zack White, DRP Specialist, DRP
Savannah Guy, DRP Specialist, DRP
Roscoe Leslie, County Attorney, Administration

A. Approval of August 2026 Minutes
The Commission reviewed the minutes of the August 6th, 2026 meeting, which previously
lacked a quorum for approval. Mrs. Wimbrow motioned to approve, seconded by Mrs. Ott, and
the motion passed unanimously.
B. Approval of the September 2026 Minutes
The Commission reviewed the minutes of the September 3rd, 2026 meeting. Mrs. Ott motioned
to approve, seconded by Mr. French, and the motion passed unanimously.
C. Board of Zoning Appeals Agenda, October 8th, 2026.
The Commission reviewed the agenda for the Board of Zoning Appeals meeting scheduled for
October 8th, 2026. Staff were present for the review to answer questions and address concerns
of the Planning Commission.
No formal comments were forwarded to the Board.
D. Technical Review Committee Agenda, October 14, 2026.
The Commission reviewed the agenda for the Technical Review Committee meeting scheduled
for October 14, 2026. Staff were present for the review to answer questions and address
concerns of the Planning Commission.
No formal comments were forwarded to the Committee.

Page 1 of 5

Page 3 of 58

WORCESTER COUNTY PLANNING COMMISSION
MEETING MINUTES – October 1, 2026

III.

Waiver Request – 611 Holdings II Storage Yard
Mr. Bruce Howe of Vista Design and Mr. Mark Spencer Cropper, the applicant’s attorney,
approached the table. Mr. Howe provided a brief overview of the project and summarized the
requests being made. Two waivers were requested: one from the paving requirements to allow
gravel within the storage yard, and another from the screening requirements to allow a chainlink fence with privacy slats to be used in lieu of landscaping.
Mr. Cropper gave a brief history of the project’s proceedings with the Board of Appeals, noting
that multiple variances and special exceptions were previously granted for the use of the
property as a storage yard, the installation of a privacy fence, and relief from the front-yard
setback requirements.
Following a brief discussion, Mr. French noted that he believes a fence with privacy slats by
itself does not fit the neighborhood and believes the applicant should move forward with
landscaped screening or possibly a more aesthetically pleasing fence material. Other members
of the commission concurred.
Steve Engel from Vista Design approached the table. He mentioned concerns about the
landscaping being destroyed when SHA does maintenance and mows the lawns along the
highways.
Mr. Barbierri found it necessary to move forward with the gravel waiver request before
continuing the discussion about the landscaping waiver. The Commission moved to grant the
waiver request for the application of gravel on the lot motioned by Mrs. Ott and seconded by
Mr. French, and the motion was approved unanimously.
Further discussion regarding the landscaped screening waiver continued. Following this, Mr.
Cropper decided to withdraw the waiver from the landscaping, and discuss steps to move
forward with the applicant with plans to return at a later date.

IV.

Waiver Request –10529 Flower St / Build Pines LLC– Contractor Shops
Hugh Cropper, attorney for Build Pines LLC, and Ben Sharp, owner of Build Pines LLC,
approached the table. Mr. Cropper provided a brief overview of the project and its location.
Two waivers were requested: a waiver from the paving requirements to allow gravel in the
driving and parking areas, and a waiver from the screening requirements, as the proposed
buildings will be screened from view by existing forest
After some brief discussion Mr. French motioned to approval the waiver for the landscaping
screening requirements, seconded by Mrs. Wimbrow and the motion was approved
unanimously.

Page 2 of 5

Page 4 of 58

WORCESTER COUNTY PLANNING COMMISSION
MEETING MINUTES – October 1, 2026
Mr. Barbierri prompted the commissioners for questions or comments regarding the waiver for
the gravel. After a couple of brief questions and answers, Mrs. Wimbrow motioned to approved
the waiver, seconded by Mrs. Ott and the motion was approved unanimously.
V.

Atlantic Coastal Bays Growth Allocation Request – Salt Life Park (Phase 3)
Mr. Hugh Cropper, attorney, Chris McCabe, Coastal Compliance Solutions LLC, Steve Engel,
Vista Design Inc., and Mark Odachowski, owner of Salt Life Phase III approached the table.
Mr. Cropper gave an overview of the existing Salt Life Community and provided a history of
the property for which the growth allocation requested. He then provided background on the
Coastal Bays Critical Area program and growth allocation requests in general. Mr. Cropper also
explained the standards for growth allocation in the Critical Area law as well as the new
standards related to environmental justice and resiliency.
Mr. Cropper questioned Mr. Engel to confirm that the growth allocation request meets the
standards in the Critical Area law. Mr. Engel confirmed that the request meets or exceeds the
standards.
Mr. Cropper questioned Mr. Odachowski about the economic benefit that the existing Salt Life
Community has had in the area. Mr. Odachowski stated he believes there has been a positive
economic impact.
Mr. Cropper questioned Mr. McCabe on the environmental impacts associated with the
proposed growth allocation. Mr. McCabe confirmed that the environmental impacts were
minimal and all required mitigation and stormwater requirements would be met.
Mr. Cropper finished his presentation by stating the growth allocation request and proposed
development are good examples of infill development and an appropriate use of the County’s
allotted growth allocation acreage.
Mr. Barbierri asked Mr. McCabe to explain the new standards of environmental justice and
resilience. Mr. McCabe stated that the only metric that exceeded the threshold for environmental
justice was low birth rate. He explained how the developer worked with Worcester County
Parks and Recreation to perform the mitigation at Homer Gudelsky Park and the Herring Creek
Nature Park benefiting residents.
Mrs. Phyllis Wimbrow asked if the owner was aware growth allocation would be needed when
the zoning map amendment was approved in 2025. Mr. Cropper replied that the Critical Area
designation was discussed by the Planning Commission and County Commissioners at their
respective meetings.
Mr. Alec French asked if the owner was aware of the Critical Area and zoning regulations,
specifically the density, when he purchased the property. Mr. Odachowski and Mr. Cropper
stated the property was purchased in 1999 prior to the existence of the Atlantic Coastal Bays
Critical Area.
Page 3 of 5

Page 5 of 58

WORCESTER COUNTY PLANNING COMMISSION
MEETING MINUTES – October 1, 2026

Mr. Cropper explained how growth allocation is calculated and how the allocation is awarded.
Mr. Brian Soper stated there will be 360 acres of growth allocation for the coastal bays
remaining if this request is approved.
Mr. French voiced his concerns about the environmental impacts of the growth allocation and
the development associated with it. Mr. Cropper explained how the proposed development
meets all the standards of growth allocation and the intent of the comprehensive plan.
Mrs. Wimbrow stated she shared the concerns of Mr. French however she explained how the
proposed development is consistent with the comprehensive plan and zoning in addition to
bringing affordable housing to the area.
A motion was made by Mrs. Marlene Ott to forward a favorable recommendation. The motion
was seconded by Mrs. Wimbrow, and the motion was approved 5-1 with Mr. French
opposing.
VI.

Text Amendment - §Z 1-303 CA Commercial Airport District
Zachary Williams, Venable, attorney for the applicants; Rob Corradi and Ellis Harkins,
Amazon, applicants; Jeremey Sweeny, applicant, Maryland Broadband Cooperative (MdBC)
board member; and Drew Van Dopp, CEO MdBC, were present for the review.
Mr. Corradi explained that the text amendment concerns a power feed equipment (PFE)
building, not a cable landing station (CLS) or data center, which are subject to the
moratorium. The proposal is for one 1,200-square-foot building on a 3,500-square-foot site at
the airport. The building would not connect to public water or sewer and is being developed
with the Maryland Broadband Cooperative (MdBC).
Mr. Williams said the applicants had provided an additional letter addressing public
comments and expected to answer questions about the project. The Planning Commission
asked about Globalinx’s involvement, lease agreements between Amazon and Ocean City,
and contracts between Amazon and MdBC.
The applicants clarified that the building’s size and power limits would allow it to serve only
one subsea cable. It would boost fiber-optic signals between the subsea cable, overseas
connections, and fiber lines to the Washington area. They stated that no CLS or data center is
planned for Worcester County. Cable manufacturing is beginning, with installation anticipated
in late 2027, pending required permits and approvals.
Commission members asked about the cable’s right-of-way, potential conflicts with other
utilities, and local benefits. The applicants said they are working with MdBC to connect the
cable to Washington and that it would expand broadband capacity without requiring local
funding. Mr. Van Dopp explained that the project could create more reliable fiber pathways,
Page 4 of 5

Page 6 of 58

WORCESTER COUNTY PLANNING COMMISSION
MEETING MINUTES – October 1, 2026
reduce service bottlenecks on the Eastern Shore, and benefit highways, schools, health care
providers, and local businesses. Further discussion focused on the project’s technical
requirements, community benefits, and costs. Although the proposed building appeared
limited in scope, commissioners recognized that the application is very technical and could
have significant community impacts.
The Planning Commission confirmed that staff could not reject the application. However,
because the zoning code requires a recommendation only “within a reasonable time,” it does
not establish a specific deadline.
Ms. Wimbrow moved to postpone consideration of the text amendment for 60 days to allow
additional study. Ms. Drew seconded the motion, which passed unanimously, with Mr.
Barbierri, Mr. French, Ms. Purnell-Milbourne, and Ms. Ott voting in favor.
Next step: The Planning Commission will revisit the text amendment request at a future
meeting, no sooner than December 2026.
VII. Adjourn

__________________________________________
Mary Knight, Secretary
__________________________________________
Betsy Jackson, Zoning Administrator

Page 5 of 5

Page 7 of 58

NOTICE OF PUBLIC HEARING
WORCESTER COUNTY
BOARD OF ZONING APPEALS
AGENDA
THURSDAY November 12, 2026
Pursuant to the provisions of the Worcester County Zoning Ordinance, notice is hereby given that a public
hearing will be held in-person before the Board of Zoning Appeals for Worcester County, in the Board
Room (Room 1102) on the first floor of the Worcester County Government Center, One West Market Street,
Snow Hill, Maryland. Audio and video recording will take place during this public hearing.
The public is invited to view this meeting live online at - https://worcestercountymd.swagit.com/live
6:30 p.m.
Case No. 26-63, on the lands of David Messick, requesting a variance to the front yard setback from 50
feet from the center of the right-of-way to 40.9 feet (an encroachment of 9.1 feet) for an existing front porch
addition and proposed enclosure and roof top deck to this addition in the R-4 General Residential District,
pursuant to Zoning Code §§ ZS 1-116(c)(4), ZS 1-208(b)(2), ZS 305(b)(1), located at 12848 Harbor Rd,
Tax Map 27, Parcel 404, Lot 4, in the Tenth Tax District of Worcester County, Maryland.
6:35 p.m.
Case No. 26-66, on the lands of Janice Toboll, requesting an after the fact variance to the Atlantic Coastal
Bays Critical Area Buffer from 100 feet to 30 feet (an encroachment of 70 feet) for a 4’ high fence in the
R-2 Suburban Residential District, pursuant to Zoning Code §§ ZS 1-116(c)(4) and ZS 1-206(b)(2) and
Natural Resources Code §§ NR 3-104(d)(4) and NR 3-111, located at 12347 Hidden Bay Dr, Tax Map 33,
Parcel 281, Lot 32, in the Tenth Tax District of Worcester County, Maryland.
6:40 p.m.
Readvertisement of Case No. 26-64, on the application of Donald Hall, on the lands of Hall Rentals
LLC, requesting a variance to the front yard setback from 50 feet from the center of the right-of-way to 40
feet (an encroachment of 10 feet) and a variance to the side yard setback from 6 feet to 3.5 feet (an
encroachment of 2.5 feet) for a proposed first and second floor front porch in the R-4 General Residential
District, Pursuant to Zoning Code §§ ZS 1-116(c)(4), ZS 1-208(b)(2), ZS1-305(b)(1) located at 12842
Harbor Rd, Tax Map 27, Parcel 402, Block C, Lot 2 in the Tenth Tax District of Worcester County,
Maryland.
6:45 p.m.
Case No. 26-69, on the lands of Ocean Enterprise 589 LLC, requesting a special exception to replace the
elevated water storage tank “water tower” and a special exception for a water treatment building, in the A2 Agricultural District, Pursuant to Zoning Code §§ ZS 1-116(c)(3), ZS 1-202 (c)(34), ZS 1-328, located
at 10218 Racetrack Rd, Tax Map 21. Parcel 99, in the Third Tax District of Worcester County, Maryland.

6:50 p.m.

Page 8 of 58

Case No. 26-70, on the application of Hugh Cropper IV, on the lands of Stephen & Sandra Hadley,
requesting a variance to the rear yard setback from 30 feet to 20.44 feet (an encroachment of 9.56 feet) for
a proposed 1st, 2nd. & 3rd floor covered porch and single-family dwelling in the R-2 Suburban Residential
District, Pursuant to Zoning Code §§ ZS1-116(c)(4), ZS 1-206(b)(2), and ZS 1-305, located at 12334
Snug Harbor Rd, Tax Map 33, Parcel 346, Lot 25, in the Tenth Tax District of Worcester County,
Maryland.
6:55 p.m.
Case No. 26-71, on the application of Blair Carey/RBR Homes, on the lands of Rhonda and Clayton
Hathaway, requesting a variance to the rear yard setback from 30 feet to 15.9 feet (an encroachment 14.1
feet) for a proposed pool, a variance to the rear yard setback from 30 feet to 20.4 feet (an encroachment 9.6
feet) for a proposed landing with stairs, request to enclose previously approved open covered porches in the
rear yard setback in the R-3 Multi-family Residential District, pursuant to Zoning Code §§ ZS 1-116(c)(4)
and (7), ZS 1-207(b)(2) and ZS 1-305, located at 38 Teal Circle, Tax Map 16, Parcel 41, Section 4, Lot 61,
Tax District 3, Worcester County, Maryland.
Written public comments may be posted on the County website with names and addresses; phone numbers
and email addresses will be redacted. Comments received by noon the Monday prior to the scheduled
hearing will be included in the public hearing record. Written comments may be submitted in the
following forms:
• Via email to [email protected]
Mailed to: Board of Zoning Appeals
c/o Savannah Guy
1 West Market Street, Room 1201
Snow Hill, Maryland 21863
Administrative Matters

IMPORTANT NOTICE
Due to recent email scams by an individual impersonating a County employee alleging that
unanticipated fees are owed, please know that Development Review and Permitting (DRP) will
never require payment by wire transfer. If you receive such an email or call, contact DRP directly
at 410-632-1200, and staff will be glad to assist you.

Page 9 of 58

LAWN

NORTH

5 89

85'

TO M
D

LAWN

36.5

+/- F
T.

80'

TEMPORARY 80' X 85' GRAVEL WORK PAD

110 +/- FT.

P. 150,000 GALLON
ELEVATED WATER
TANK

EX. BIO-SWALE

" RW

P. 6"

P. OVERFLOW
SPLASH PAD
(SEE DETAIL - SHEET 10)

20'
P.
(BYBUILDIN
O
G
[300 THERS)
S
.
F
F.F.
EL 1 . ]
20' 1.50

15'

P. 4

P. 4"

80.2
+/- F
T.

E. G
A

LAWN

85'

23 +
/- FT

TEST WELL LOCATION (APPRX.)
(WELL NO. WO-25-0074)
(NOTE 7)

EX. TOP OF BANK

36.5
+/

EX. TOP OF BANK

- FT.

80'

EX. BITUMINOUS
PAVED DRIVE

15'

PREVIOUSLY
ABANDONED

EX. ELECTRICAL
EQUIPMENT PAD

34.5

(TO BE REMOVED - T.B.R.)

P. 6" W

+/- F
T.

E. 6"
W

(T.B.A.)

P. 4"

LAWN

EX. WATER VALVE

EX. BITUMINOUS
PAVED DRIVE

RW
EX. BITUMINOUS PAVED
PARKING LOT
W

TEST WELL LOCATION (APPRX.)
(WELL NO. WO-25-0075)
(NOTE 7)
EX. LIGHT POLE (TYP.)

EX. TRANSFORMERS
E. 6"
W

EX. FUEL
TANK PAD

E. U/G ELE
C

EX. WATER
VALVE

EX. 6" WATER

(T.B.A.)

EX. WELL
HOUSE A

(T.B.R.)
E. U/G

EX. TRANSFORMER
EX. TOP O
F

E. 6" W

EX. CURB AND GUTTER (TYP.)

ELEC
.

EX. EDGE OF PAVEMENT (TYP.)

(NOTE 13)
E. U/G ELE
C

BANK

E. 6"
W

EX. TOP O
F

NOTE 12

NOTE 10

BANK

EX. WELL

(T.B.R.) HOUSE B

EX. BURIED ELEC. VAULT
LAWN
EX. EQUIPM
EN

T STOCKPIL

EX. CHAIN LINK FENCE (TYP.)
E

EX. TOP O
F

EX. FIRE HYDRANT

EX. EQUIPM
EN

E. 6" W

E. U/G ELE
C.

BANK

T STOCKPIL

EX. UTILITY BUILDING

E. 6" W

EX. BITUMINOUS PAVED
PARKING LOT

E. 6" W

EX. TRANSMISSION
POLE (TYP.)

1) REFER TO SHEET 1 FOR LEGEND.
2) ALL BURIED WATER PIPES SHALL BE AWWA C-900 PVC, UNLESS OTHERWISE SPECIFIED. CONTRACTOR MAY ELECT TO
USE DUCTILE IRON PIPES, CLASS 51, WITH MECHANICAL JOINTS WITH RETAINER GLANDS FOR BURIED WATER PIPES.
3) FLANGED DUCTILE IRON PIPES SHALL BE CLASS 53, UNLESS OTHERWISE SPECIFIED.
4) BUILDING, TANK AND POWER SUPPLY BY OTHERS.
5) REFER TO TANK COATING TECHNICAL SPECIFICATIONS MANUAL BY PITTSBURG TANK & TOWER GROUP.
6) THRUST BLOCKS SHALL BE USED AT ALL WATER LINE BENDS AND CONNECTIONS. SEE DETAIL ON SHEET 7.
7) TEST WELLS TO BE CONVERTED INTO PRODUCTION WELLS BY A LICENSED WELL DRILLER.

SCALE: 1" = 20'
- 20

8) EXISTING PRODUCTION WELLS TO BE ABANDONED BY A LICENSED WELL DRILLER.
9) CONTRACTOR IS RESPONSIBLE TO PROVIDE A FULLY FUNCTIONING SYSTEM TO THE SATISFACTION OF OWNER AND
COMPLIANCE WITH ALL APPLICABLE PERMITS. EXISTING WATER SYSTEM TO REMAIN FULLY INTACT AND FUNCTIONAL
THROUGHOUT THE COURSE OF PROJECT. ALL DEMOLITION AND REMOVAL OF THE EXISTING SYSTEM WILL OCCUR
APPROXIMATELY 30 DAYS AFTER THE STARTUP OF THE NEW SYSTEM AND ONLY AFTER APPROVAL IN WRITING BY THE
OWNER. CONTRACTOR TO DEMOLISH AND REMOVE CONCRETE FOUNDATIONS OF EXISTING ELEVATED TANK, AFTER THE
ELEVATED TANK HAS BEEN REMOVED, AND LEVEL THE SURROUNDING AREA. REMOVE CONCRETE TO AT LEAST 30 INCHES
BELOW GRADE AND THEN BACKFILL WITH TOPSOIL AND SEED.
10) 6" X 6" DIA. TEE CONNECTION AND RIGID ADAPTER COUPLING WITH INDIVIDUAL GATE VALVES.
11) BOTH SYSTEMS TO BE IN A RUNNING STATE IMMEDIATELY AFTER NEW CONSTRUCTION COMPLETION. OWNER WOULD
LIKE PREVIOUS SYSTEM TO REMAIN ACTIVE AND DISCONNECTED AT THEIR REQUEST.
12) CAP EXISTING LINE AND PIPE EXTENSION AT OWNER'S REQUEST WHEN THEY ARE SATISFIED WITH NEW WATER SYSTEM.
13) GROUT EXISTING WATER LINE AFTER DISCONNECTION.

THE LAWS OF THE STATE OF MARYLAND,
LICENSE NO. 19731, EXPIRATION DATE: 08/03/2028.

PLAN

A DULY LICENSED PROFESSIONAL ENGINEER UNDER

SITE PLAN NOTES:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE
PREPARED OR APPROVED BY ME, AND THAT I AM

EX. EMERGENCY
GENERATOR PAD

EX. EMERGENCY GENERATOR

EX. CURB STOPS

EX. 100,000 GALLON (NOMINAL)
ELEVATED STEEL WATER TANK

JOHN W. SALM, III

JJR

REVISIONS
1

OCEAN ENTERPRISES 589, LLC
REPLACEMENT
ELEVATED STORAGE TANK
4 10/12/26
2

FOR REVIEW
PURPOSES
ONLY
(DATE)
MARYLAND PROFESSIONAL
ENGINEER LICENSE No. 19731

DRAWN BY:

JHC

SITE AND UTILITIES PLAN

9/8/26
10/5/26

THIRD TAX DISTRICT

TAX MAP 21, PARCEL 99
BERLIN

WORCESTER COUNTY

MARYLAND

J. W. SALM ENGINEERING, INC.
CHECKED BY:

JWS3

SCALE:

P.O. BOX 397, 9842 MAIN STREET, SUITE 3
BERLIN, MD 21811
DATE:
DRAWING No.: SHEET No.:

1" = 20'

SEP. 2026

231-24-003

3 of 10

Page 10 of 58

WORCESTER COUNTY TECHNICAL REVIEW COMMITTEE
AGENDA
Tuesday, November 10, 2026 at 1:00 p.m.
Worcester County Government Center, Room 1102, One West Market Street,
Snow Hill, Maryland 21863
Due to recent email scams by an individual impersonating a County employee alleging that
unanticipated fees are owed, please know that Development Review and Permitting (DRP)
will never require payment by wire transfer. If you receive such an email or call, contact
DRP directly at 410-632-1200, and staff will be glad to assist you.
I.

Call to Order

II.

Site Plan Review (§ ZS 1-325)
A. Bishopville Road Solar – Major Site Plan Review
Proposed development of a 2MW community solar project. Located on Bishopville Road,
near the intersections of Hotel Rd, and Jarvis Road Tax Map 9, Parcel 0382, A-1
Agricultural District, Bishopville Vol Fire Dept, owner / Becker Morgan Group Inc.,
engineer.

Page 11 of 58

WORCESTER COUNTY PLANNING COMMISSION
MEETING DATE: November 5, 2026
PURPOSE: Zoning Waiver Request
DEVELOPMENT: 611 Holdings II Storage Yard
PROJECT: Proposed construction of a gravel boat storage lot
LOCATION: Located at Stephen Decatur Highway and Sinepuxent Road, Ocean City, MD
21842. Tax Map 26, Parcel 211.
ZONING DESIGNATION: C-1 Neighborhood Commercial
BACKGROUND: This project went before the Technical Review Committee (TRC) on April
8th, 2026. The TRC is the approval authority for this project, however the applicant has requested
a zoning waiver that requires Planning Commission approval. At the Planning Commission
meeting held October 1, 2026 this project received a waiver for the parking area paving material
to allow gravel.
LANDSCAPING & SCREENING: The applicant proposes a chain link fence with black privacy
slats along the north, south, and west sides of the property. On the east side, facing 611 (Assateague
Rd), the applicant proposes an 8 ft tall board-on-board fence with a 5-foot landscaped strip.
Landscape materials include Blue Arrow Red Cedar, and Inkberry Holly.
PROPERTY OWNER: 611 Holdings II, LLC
APPLICANT/ENGINEER: Vista Design, Inc.
PREPARED BY: Zack White, DRP Specialist

PLANNING COMMISSION CONSIDERATIONS – SITE PLAN WAIVERS
The applicant is requesting waivers to the following code requirement:
1) §ZS1-322(e) Landscaping applicability

Page 12 of 58

Public Comment:
Written comments may be submitted at any time during the site plan review process.
Comments received by October 29th have been attached at the end of this staff report package.
Please note that the Planning Commission review is an open public meeting, but not a public
hearing. Verbal testimony by the public is not typically accepted at the Planning Commission
meeting. Written public comments received as part of the official record may be posted on the
County website with names and addresses. Email addresses and phone numbers will be
redacted for security reasons. Comments may be submitted in the following formats:
•
•

Emailed to:
Mailed to:

[email protected]
Worcester County Planning Commission
c/o Zachary White
1 West Market Street, Room 1201
Snow Hill, Maryland 21863

Page 13 of 58

Architects • Engineers • Environmental Scientists • Landscape Architects • Land Planning Consultants • Surveyors

Planning Commission Waiver Request
611 Holdings II Storage Yard
Project Description and Site Conditions:
The subject property, identified as Tax Map 0026, Parcel 211, consists of approximately 2.42 acres and is
located on the west side of Maryland Route 611 (Stephen Decatur Highway) and sandwiched between
Sinepuxent Road. The parcel is located across from Mystic Harbor and Lands owned by Mayor and City
Counsil of Ocean City. The site is currently undeveloped, primarily wooded, and generally flat, with existing
land cover consisting of open grass area, existing woods, non-tidal wetlands, and wetland buffer.
The project proposes a gated, protected gravel storage yard for boats on trailers, with two paved commercial
entrances from Sinepuxent Road to provide pull-through access for towing vehicles and trailers. The storage
yard will include compacted gravel storage and circulation areas, paved entrances, open grass area, and
retained existing woods. An 8-foot-high fence will enclose the storage area, control access, and serve as the
primary visual barrier.
Stormwater management requirements will be met through the use of two M-2 Submerged Gravel Wetland
facilities. Forest Conservation requirements will be addressed by retaining the northern portion of the site,
which consists of existing woods, wetlands, and wetland buffer, and by mitigating the remaining Forest
Conservation requirements at a 2:1 ratio offsite at an existing nearby mitigation bank.

9954 N. Main Street, Unit 1 • Berlin, MD 21811
Phone: (410) 352-3874 • www.vistadesigninc.com

Page 14 of 58

Waiver Requests
The following Item 1 was previously granted a waiver by the Planning Commission at its October 1, 2026
hearing. The Applicant respectfully requests a waiver from Item 2 as revised below.

1. Gravel Boat Storage Yard Surface - §ZS1-320(f)(1) — Previously Granted
§ZS1-320(f)(1) requires parking areas and vehicular travelways to have a hard and durable surface
and identifies concrete, asphalt, tar and chip, brick, and interlocking paving systems as acceptable
materials. The section allows gravel or similar materials when approved by the Planning Commission
and supplied and maintained with a binding agent.
This waiver was previously granted by the Planning Commission at its October 1, 2026 hearing,
permitting the proposed compacted gravel surface for the storage yard subject to regular
maintenance of the gravel lot.
2. Landscape Screening - §ZS1-322(e)
§ZS1-209(c)(14) establishes the landscape screening requirement for the proposed storage yard, and
§ZS1-322(e) establishes the applicable screening standards and expressly authorizes the Planning
Commission to modify or waive those standards due to special circumstances or conditions.
The site plan proposes an 8-foot-high chain-link fence with black privacy slats along the north, south,
and west sides of the storage yard. Along the primary eastern road frontage on Maryland Route 611,
the plan proposes an 8-foot-high black stained board-on-board fence with a 5-foot landscape strip.
The 5-foot landscape strip along Maryland Route 611 will be planted with alternating Blue Arrow red
cedar and inkberry holly. This planting arrangement will add layered screening and break up the
continuous appearance of the board-on-board fence.
Along Sinepuxent Road, a drainage swale is located between the proposed slatted chain-link fence
and the road. Planting screening material within the swale would interfere with drainage conveyance
and routine maintenance and could reduce its functional capacity.
The screening plan provides durable year-round screening while responding to site constraints. The
slatted chain-link fence on the north, south, and west sides avoids drainage and maintenance
conflicts, while the black board-on-board fence and landscaped strip along Route 611 enhance the
primary public frontage.
Pursuant to §ZS1-322(e), the Applicant respectfully requests that the Planning Commission waive
the landscape screening standards applicable under §ZS1-209(c)(14) to permit an 8-foot-high chainlink fence with black privacy slats along the north, south, and west sides and an 8-foot-high black
board-on-board fence with a 5-foot landscaped strip along Maryland Route 611 to provide
additional screening and break up the continuous appearance of the fence.

Page 15 of 58

Summary of Requested Planning Commission Waivers:
1. The waiver from §ZS1-320(f)(1) permitting a compacted gravel surface for the gated storage yard
was previously granted by the Planning Commission at its October 1, 2026 hearing.
2. A waiver under §ZS1-322(e) of the landscape screening standards applicable under §ZS1-209(c)(14),
permitting an 8-foot-high chain-link fence with black privacy slats on the north, south, and west
sides and an 8-foot-high black board-on-board fence with a 5-foot landscape strip planted with
alternating evergreens and shrubs along Maryland Route 611.
Thank you,

Bruce Howe

Page 16 of 58

DATUM
Horizontal
Vertical

Maryland State Plane / NAD 83
NAVD 88

10.

FOREST CONSERVATION STATEMENT
This site is subject to the Worcester County Forest Conservation Law. This site is subject to
Forest Conservation Plan No.24-09. This site has met compliance with the Worcester County
Forest Conservation Law, by setting aside a portion of this property in a forest conservation
easement and by obtaining a credit from an off-site forest conservation mitigation area. A
Perpetual Protective Agreement - Deed of Forest Conservation Easement, Worcester County,
Maryland for on-site Forest Conservation Easement will be recorded simultaneously with this plat
in the Land Records of Worcester County, Maryland. An off-site Forest Conservation Mitigation
Easement Area along with a Perpetual Protective Agreement were previously recorded in the
Land Records of Worcester County, Maryland. A Certificate of Utilization has been executed and
will be recorded between the owner of the Mitigation Area and the Owner/Developer of this
project so that a credit for off-site mitigation is obtained in order to obtain compliance with the
Forest Conservation Law.

SHEET INDEX

FLOOD ZONE
This property is Located Within Flood Zone X (Areas determined to be outside of
the 0.2% annual chance floodplain)) Per FEMA Map # 24047C0180H Dated July
16, 2015

SHEET G 001

COVER SHEET

SHEET C 200
SHEET C 201
SHEET C 202

SITE PLAN & DETAILS
SITE GRADING PLAN
SITE PLAN DETAILS

SHEET C 300
SHEET C 301
SHEET C 302

EXISTING CONITIONS STORMWATER PLAN
STORMWATER MANAGEMENT PLAN
STORMWATER MANAGEMENT PLAN

SHEET C 400
SHEET C 401

EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL DETAILS

WORCESTER COUNTY ATLANTIC COASTAL BAYS CRITICAL AREA LAW
This property is located outside of the Atlantic Coastal and Chesapeake Bay
Critical Area Program.
LANDS N/F
SPINNENWEBER HARRY J. &
GERALDINE R.
TM 26 PARCEL 407, LOT 5
ZONE A-1
IPF at
N36° 55' 43" 5.84'
FROM CORNER

11.
12.
13.
14.
15.
16.
17.
18.

R=985.00
L=207.73
Δ=12°05'00"
CB=S34°29'47"W
CL=207.35

LANDS N/F
H-3 LLC
TM 26 PARCEL 275
ZONE A-1

R=544.00
L=156.53
Δ=16°29'10"
CB=N36°41'52"E
CL=155.99

CMF

NT ROA
INEPUXE

7"E
N28° 27' 1
346.15'

OCEAN REEF

OCEAN CITY
AIRPORT

VICINITY MAP
SCALE: 1" = 2,000'

R=420.00
L=119.47
Δ=16°17'54"
CB=S48°41'14"W
CL=119.07

N40° 32' 17"E
83.81'

TM 26 PARCEL 473, LOT B

IRCS

SIN

ENTRANCE

R=192.25
L=30.82
Δ=9°11'10"
CB=S61°24'02"W
CL=30.79

TR
OA
° 50
D
' 11
228
"E
.72
'

N56

EXIT

S35° 26' 22"W
35.00'

IRCS

GRAVEL STORAGE
YARD

IRCS

DEER POINT

IRCS

IPF at
N47° 50' 35" 3.34'
FROM CORNER

N47° 50' 35"W
72.72'

AI
R

IRCS

SITE
61
1

MYSTIC HARBOUR

5.
6.
7.
8.

NORTH

UT
E

WEST OCEAN CITY, MARYLAND
WORCESTER COUNTY

±1.28 Ac
±0.06 Ac
±0.59 Ac (Includes ±0.21 Ac of Non-Tidal Wetlands)
±0.49 Ac

NON-TIDAL WETLANDS
Non-Tidal Wetlands are present on this parcel, however no Wetlands are present
within the Limit of Disturbance. The wetlands shown on this plan were delineated
by Coastal Compliance Solutions, LLC.

LANDS N/F
KASA HOLDINGS LLC
TM 26 PARCEL 340
ZONE A-2

**TOTAL PROPOSED IMPERVIOUS ±1.34 Ac

25' (from CL of Sinepuxent Rd)
· Per BZA Variance Request (Case No. 26-24) to
reduce the Setback to 25' from the CL of Sinepuxent
Rd
25' (from PL/ROW of MD Rt. 611)
· Per BZA Variance Request (Case No. 26-24) to
reduce the Setback to 5' from the PL/ROW of MD Rt.
611
6' (Each)
N/A

Side
Rear

±0.05 Ac
±2.37 Ac (Includes ±0.21 Ac of Non-Tidal Wetlands)

PROPOSED LAND USE
Gravel Storage Yard
Entrance
Existing Vegetation to Remain
Grass / Open Space

Maximum 40' Height per Airport Air Space Easement
Liber RHO 2403, Folio 307 & Liver WCL 1367, Folio 376

Setbacks
Front

EXISTING LAND USE
Existing Grass / Open Space
Existing Vegetation

STORAGE YARD
MINOR SITE PLAN

SUNSET AVE.

JENE DR

All work required by these documents (drawings and specifications) shall be new. Wherever the word "proposed" is used it
is considered to be interchangeable with the word "new" and is included in the required work.
The contractor shall examine a copy of said plan(s) and visit the site in order to determine, to his/her satisfaction the
quantities of work required to be performed.
All materials and methods of construction shall conform to these drawings and specifications and to all applicable Federal,
State of Maryland, and Worcester County requirements.
Any discrepancies between the information provided on these plans and the existing site conditions shall immediately be
brought to the attention of the owner and engineer.
The contractor assumes responsibility for any deviations from the drawings and specifications.
The contractor shall field verify all elevations and pipe inverts prior to construction.
The contractor shall provide necessary stakeout of the line and grade for the construction.
No information regarding depth to any temporary of permanent ground water table is provided on these drawings. The
contractor shall investigate to his satisfaction the site conditions regarding depth to ground water. Generally, piping, trench
and structure construction shall be executed in a de-watered state, consistent with good construction practice. All
excavations for manholes and other chambers shall be continually de-watered until the back-fill operation has been
completed.
Contractor to contact the Worcester County Department of Environmental Programs at 410-632-1220 to schedule a
Pre-Construction meeting at least 48 hours prior to commencing any site work. Failure to do so may result in a "Stop
Work" order.
The contractor shall notify the following parties, three (3) days prior to beginning any work shown on these drawings:
Jeremy Duffie
301-434-6166
Miss Utility
1-800-282-8555
Vista Design, Inc
410-352-3874
Worcester Soil Conservation District
410-632-3464 ext. 3
The contractor shall be responsible for the means and methods resulting from any earth moving and/or temporary stockpiling
of earth or other materials on site.
These drawings, the design, and construction features disclosed are proprietary to Vista Design, Inc. and shall not be altered
or reused without their written permission. Copyright, latest date here on.
No construction shall begin until a pre-construction meeting is held between the contractor, owner, engineer & the Worcester
County Permit Coordinator.
The contractor and owner shall provide supervision and certification of all construction of Stormwater Management practices
the provide infiltration and filtering, by a Professional Engineer duly licensed in the State of Maryland.
There are no steep slopes within the limits of disturbance.
There are no streams or stream buffers within the limits of disturbance.
There are no highly erodible slopes within the limits of disturbance.
There are no springs, seeps or intermittent streams within the limits of disturbance.
Fire Lanes shall be provided at the start of a project and shall be maintained throughout construction. Fire lanes shall be not
less than 20 ft. in unobstructed width, able to withstand live loads of fire apparatus, and have a minimum of 13 ft. 6 in. of
vertical clearance. Fire lane access roadways must be established prior to construction start of any structure in the project.
Failure to maintain roadways throughout the project will be grounds to issue stop work orders until the roadway access is
corrected.

SIN
EP
UX
EN
RO
TR

Bldg. Height

±105,413 sf / ±2.42 Ac
± 87,210 sf / 2.00 Ac

HW
Y

Proposed Zoning
Existing Land Use
Proposed Land Use

0026
211
10th
8525 / 31
C-1 Neighborhood Commercial District
Rezoning Case No. 405 Approved: 05/02/17
C-1 Neighborhood Commercial District
Wooded
Storage Yard
Minor Site Plan

611 HOLDINGS II

PROPOSED LAND USE
SITE AREA
Total Site Area
Limits of Disturbance

DE
CA
TU
R

SITE INFORMATION
Tax Map
Parcels
Tax District
Deed Book/Page
Existing / Zoning

CONSULTANT
Vista Design, Inc.
Contact: Steve Engel, R.L.A.
11634 Worcester Highway
Showell, Maryland 21862
Phone: (410) 352-3874
Fax: (410) 352-3875

PH
EN

OWNER
611 Holdings II, LLC
57 Randolph Rd
Silver Spring, MD 20904
Contact: Alex Cederbaum
Ph: 240-802-0049
Email: [email protected]

GENERAL NOTES

ST
E

SITE DATA

IRCS

500.06'
S36° 21' 22"W

IRCS

296.99'
S37° 22' 09"W

IRCS

IPF

323.55'
S35° 19' 28"W

IRF

IRCS

STEPHEN DECATUR HWY
MD RT 611

AIRPORT

LANDS N/F
MAYOR AND CITY COUNCIL OF OCEAN CITY
TM 26 PARCEL 450, LOT A
ZONE C-1

CERTIFICATION STATEMENTS

BZA VARIANCE APPROVALS (CASE NO. 26-24)

PLANNING COMMISSION WAIVER REQUEST

Special Exception ZS 1-209 (c)(15)
Request a Special Exception for a Storage Yard

Setbacks
Front Yard Setback ZS 1-305(b)(1) - Along Sinepuxent Rd
·
Existing 50' (from CL of Sinepuxent Rd)
·
Request a 25' Setback from the CL of Sinepuxent Rd

·
2.

ENTRANCE TO
MYSTIC HARBOUR

LANDS N/F
MAYOR AND CITY COUNCIL OF OCEAN CITY
TM 26 PARCEL 450, LOT B
ZONE C-1

Gravel Storage Yard Surface ZS 1-320 (f)(1)-Previously Granted October 1, 2026
Request a a waiver to permit gravel surface for the storage yard.

·
·

Screening ZS 1-322 (e)(4)
Request the Planning Commission to waive the requirement concerning visual screening, via
landscaping, between incompatible land uses.

Front Yard Setback ZS 1-305(b)(2) - Along MD Rt. 611
·
Existing 50' Setback from the ROW of MD Rt. 611
·
Request a 5' Setback from the ROW of MD Rt. 611
3.

Fence Height ZS 1-305(k)(3)A - Within the Front Yard Setback
·
Request a 8' High Privacy Fence around the gravel storage area

100

150

SCALE: 1" = 50'

FEMINE

AN L
D

I
SCHI

FATTI

B ON A

VO
L

LIC S

IS
T AT
VN

NON A STI
CO

SC
V

LA ND

S
A
ST

1 6 32
T E VEN D ENG L
S

NOTE:
This Drawing does not include necessary components for construction safety. All construction
must be done in compliance with the occupational safety and health act of 1970 and all rules and
regulations thereto appurtenant.

P E AR
CANSE # 3C H

CT
ITE8

OF MARY

VV
ISTA

D E S I G N, I NC.
Engineers • Architects • Surveyors • Landscape Architects
Land Planning Consultants • GIS Services
11634 Worcester Hwy, Showell, MD 21862
Ph. 410-352-3874 • Fax 410-352-3875 • www.vistadesigninc.com

PROJECT DATA
Tax Map:

611 HOLDINGS II
STORAGE YARD

COVER SHEET
MINOR SITE PLAN

Parcel:

Date:

10/15/26

Scale:

All information set forth in this plan accurately conveys this site's conditions to the best of my knowledge.

All structural devices for stormwater management will be protected by proper soil erosion and sediment control devices until
all contributing areas have passed final stabilization inspection.

The contractor and owner shall provide supervision and certification of all construction of stormwater management practices
that provide infiltration and filtering.

Contact the Maryland Department of the Environment (MDE) inspector to schedule a pre-construction meeting at least 48
hours prior to commencing any site work. Failure to do so may result in an immediate "STOP WORK ORDER"

Any clearing, grading, construction, or development will be done pursuant to the approved erosion and sediment control plan,
including inspecting and maintaining controls, and that the responsible personnel involved in the construction project will
have a Certificate of Training at a Maryland Department of the Environment (MDE) approved training program for the control
of erosion and sediment prior to beginning the project. Additionally, the owner or developer shall certify right of entry for
periodic on-site evaluation by the appropriate enforcement authority and/or MDE.

Alex Cederbaum - 611 Holdings II

DATE

Chairperson - Worcester County Development Review & Permitting

DATE

REVISIONS

Project No.:

23-051
File Name:

WORCESTER COUNTY, MARYLAND
BZ

All phases of stormwater management calculations, structure design and construction will adhere to current Maryland
Standards and Specifications for Stormwater Management and the stormwater management plan for this site.

211

WEST OCEAN CITY

Drawn By:

Checked By: SDE

1" = 50'

SP 071526.dwg
Sheet No.:

G 001

Page 17 of 58

VARIANCE REQUEST
1.

LANDS N/F
H-3 LLC
TM 26 PARCEL 275
ZONE A-1

LOD

LOD
W

10 W

LOD
W

LOD

119 8

L
TO
C
11

10
11 1 10
0

LOD
W

LOD

12
W

EX 12" WATER

PROPOSED SIGN NOT TO
EXCEED 75 SQ.FT. IN AREA

11
12

EX LIGHT

EX WATER MH

11
12

EX TEE &
VALVES

EX ELEC MH
EX LIGHT

EX TEL PED

13
12

EXISTING EDGE
OF PAVEMENT

MDOT SHA ROW

EX SWR
MANHOLES

W
W
W

LANDS N/F
MAYOR AND CITY COUNCIL
OF OCEAN CITY
TM 26 PARCEL 450, LOT B
ZONE C-1

LANDS N/F
MAYOR AND CITY COUNCIL
OF OCEAN CITY
TM 26 PARCEL 450, LOT A
ZONE C-1

MDOT SHA ROW

EX 12" WATER

13
W

14
5' WIDE
PLANTING STRIP
SEE DETAIL 2/C202

EX TEL PED

MDOT SHA ROW

25'

AIRPORT

NON-TIDAL
WETLANDS

C 301

EX 14" WA
T

LOD
W

PROPOSED SIGN NOT TO
EXCEED 75 SQ.FT. IN AREA

STEPHEN DECATUR HWY
MD RT 611 ROW WIDTH VARIES
SHA PLAT NOs. 50423 & 50283

C 301

25' NON-TIDAL
BUFFER

EXISTING EDGE
OF PAVEMENT

C 202

10
11

LOD

SWM AREA 'B'
DETAIL 1/301

EX 14" WATER

EX WATER METER

PROPOSED FOREST
CONSERVATION AREA B
±25,787 SF / ±0.59 AC

5' TO PL

PROPOSED SIGN NOT TO
EXCEED 75 SQ.FT. IN AREA

EX FIRE HYDRANT &
VALVE

LOD

C 202

LOD

11
LOD

LOD
LOD
EX 12" WATER

LOD

C 202

5' TO PL

MDOT SHA ROW

LOD

EX CONCRETE
TRANSF. PAD

C 301

EX TEL PEDS

C 202

PROPOSED GRAVEL
STORAGE YARD
±1.29 AC
DETAIL 2/C200

LOD

LOD
11

GATE

SITE PROFILE SEE SHEET C 202

MDOT SHA ROW

LOD

EXISTING
WATER VALVES

LOD

C 202

GATE

LOD

1111

00D
0 LO

LOD

LOD
11

STRM-B
12" HDPE
LODL = 60.35'
S = 0.38%LOD

LOD

10 10

LOD

D
ENT ROA
SINEPUX
W
O
40' R
LOD
LOD

'
24

LOD

11
11
10
9
8

LOD

LANDS N/F
KASA HOLDINGS LLC
TM 26 PARCEL 340
ZONE A-2

11 10

LOD 11

10
10

COMMERCIAL 10
ENTRANCE
DETAIL 1,4/C 200
LOD
LOD

LOD

11 10

25' TO CL

C 301

SWM AREA 'A'
DETAIL 1/301

STRM A
12" HDPE
L = 61.36'
11
S = 0.24%

10
10

COMMERCIAL
ENTRANCE DETAIL
1,4/C 200

EXISTING
15" CMP

EXISTING EDGE
OF PAVEMENT

LANDS N/F
SPINNENWEBER HARRY J. &
GERALDINE R.
TM 26 PARCEL 407, LOT 5
ZONE A-1

Screening ZS 1-322 (e)(4)
Request the Planning Commission to waive the requirement
concerning visual screening, via landscaping, between
incompatible land uses

EXISTING ENTRANCE
TO MYSTIC HARBOUR

100

150

SCALE: 1" = 50'

LEGEND
Property Line
Adjacent Property Line
MDOT SHA Right of Way
Existing Front Yard Setback
Proposed Front Yard Setback
1 2" HOT MIX ASPHALT SUPERPAVE
9.5MM PG 64-22, LEVEL 2
6" HOT MIX ASPHALT SUPERPAVE 19.0 MM
FOR BASE PG 64-22, LEVEL 2 (2-3" LIFTS)

Existing Edge of Pavement

HIGHWAY CLASSIFICATION:
· COLLECTOR OR LOWER
ADT:
· 10,000 OR LESS

EXISTING ROAD CL

PLAN INDICATOR

R 5'-0"

BLACK BOARD ON BOARD FENCE DETAIL 2/C202

RF
SU
BI
T

POST
8'OC

24'-0"

PROPERTY LINE

16' OC

EX Fire Hydrant
EX Water Line

COMPACTED
SUBGRADE PER GEOTECH RECOMMENDATION

BLUE ARROW RED CEDAR (OR APPROVED EQUAL)

PR 5x Contour

Limits of Disturbance

LOD

PR Entrance Pavement
PR Fence

2"-3" HARDWOOD MULCH

MODIFIED COMMERCIAL ENTRANCE DETAIL

PR 1x Contour

PR Gravel

16' OC

INKBERRY HOLLY (OR APPROVED EQUAL)

GRAVEL SECTION

EX Telephone Pedestal

PR Edge of Pavement

PLAN INDICATOR

C 200

EX Electric Manhole

EX Signs

GRAVEL PER DETAIL
2 / C 200

NTS

Soils Boundary

EX Storm Drain

6" CR6 OVER GEOFABRIC

EX Water Meter / Manhole

AT ENTRANCE

BITUMINOUS CONCRETE
SURFACE TO WORCESTER
COUNTY ROADWAY
CONSTRUCTION STANDARD
REFER TO DETAIL 1 / C 200

PAVING SECTION

SL
O

C 200

40°
PE

TACK COAT APPLIED TO BASE

Existing 5x Contour

EX Treeline

EXISTING EDGE OF ROAD SURFACE

R 20'-0"

25' Non-Tidal Wetland Buffer

GRAVEL BOAT STORAGE

MILL & OVERLAY TIE IN
PER DETAIL 5 / C 200

6" GRADED AGGREGATE BASE
OR 12" CAPPING BORROW

Existing 1x Contour
Non-Tidal Wetlands

2' TRENCH DRAIN

ROUTE 611 ROAD FRONTAGE

4
C 200

FENCE & 5' LANDSCAPE STRIP DETAIL
ROUTE 611 ROAD FRONTAGE

FEMINE

AN L
D

I
SCHI

FATTI

B ON A

VO
L

LIC S

IS
T AT
VN

NON A STI
CO

SC
V

LA ND

S
A
ST

1 6 32
T E VEN D ENG L
S

P E AR
CANSE # 3C H

CT
ITE8

OF MARY

VV
ISTA

PROJECT DATA
Tax Map:

611 HOLDINGS II
STORAGE YARD

SITE PLAN & DETAILS
MINOR SITE PLAN

Parcel:

Date:

10/15/26

Scale:

23-051
File Name:

WORCESTER COUNTY, MARYLAND
BZ

Project No.:

211

WEST OCEAN CITY

Drawn By:

REVISIONS

Checked By: SDE

1" = 50'

SP 071526.dwg
Sheet No.:

C 200

Page 18 of 58

8' HIGH

35' / WIDTH
OF ENTRANCE

NOTES:
1. 8' FENCE HEIGHT RECIEVED BZA APPROVAL
2. BLACK CHAIN LINK WIRE COLOR
3. BLACK PRIVACY SLATS

PLANT LIST - LANDSCAPE BUFFER AREAS

C 202
SYMBOL

ABBREV.

QUANTITY

BOTANICAL NAME

COMMON NAME

MINIMUM SIZE
REQUIRED AT
PLANTING

SPACING

JUNIPERUS VIRGINIANA
'BLUE ARROW'

BLUE ARROW RED CEDER

MIN. 4' HEIGHT

16' OC

ILEX GLABRA

INKBERRY HOLLY

3 GAL.

16' OC

2
C 202

PROPOSED
GRADE
1.13% SLOPE

0.30% SLOPE

SGW-A

SGW-B

EXISTING
GRADE

0+00

1+00

2+00

3+00

4+00

5+00

7+00

FG 11.20

EG 11.20

FG 12.19

6+00

EG 12.19

FG 12.45

EG 12.45

FG 12.04

EG 12.04

FG 11.70

EG 11.70

FG 11.74

EG 11.74

FG 11.44

EG 11.44

FG 11.19

EG 11.19

FG 11.25

EG 11.25

FG 11.39

EG 11.39

FG 11.08

EG 11.08

FG 11.14

EG 11.14

FG 11.38

EG 11.38

FG 11.84

EG 11.84

FG 12.05

6
EG 12.05

6
FG 11.82

EG 11.82

8+00

SITE PROFILE

FEMINE

E
A L

I
SCHI

FATTI

B ON A

VO
L

LIC S

IS
T AT
VN

NON A STI
CO

SC
V

LA ND

S
A
ST

1 6 32
T E VEN D ENG L
S

P E AR
CANSE # 3C H

CT
ITE8

OF MARY

VV
ISTA

PROJECT DATA
Tax Map:

611 HOLDINGS II
STORAGE YARD

SITE PLAN DETAILS
MINOR SITE PLAN

Parcel:

Date:

10/15/26

Scale:

23-051
File Name:

WORCESTER COUNTY, MARYLAND
BZ

Project No.:

211

WEST OCEAN CITY

Drawn By:

REVISIONS

Checked By: SDE

SP 071526.dwg
Sheet No.:

NTS

C 202

Page 19 of 58

WORCESTER COUNTY PLANNING COMMISSION
MEETING DATE: November 5, 2026
PURPOSE: Major Site Plan Review
DEVELOPMENT: Bayside Jet Drive
PROJECT: Proposed construction of a boat, and boat equipment sales and service establishment.
LOCATION: Located on Route 50, Ocean City, Tax Map 26, Parcel 123.
ZONING DESIGNATION: C-2 General Commercial
BACKGROUND: The applicant is proposing two commercial buildings totaling ~16,960sq on a
lot spanning 14.04 acres. Building A separately will be used for a showroom, sales & service, and
Building B will be for a warehouse. Approximately 3.13 acres of the land behind the building area
will be dedicated to boat storage. The property is fronted by US Route 50, and is surrounded by
forested not-tidal wetlands.
PARKING & LIGHTING: Proposed parking is intended to cover the multiple uses that will exist
within the development. No parking lot lighting is proposed as the business will operate under
normal business hours. The site is intended to be lit via lights attached to the buildings.
TRAFFIC CIRCULATION: The site is proposing to be accessed from US. Route 50. Access
shown on the plan reflects coordination with Maryland State Highway and is currently under
review. Zoning staff requested access easements be included in the event that inter parcel
connectors are established in the future. Two 20’ easements are shown on the plan.
LANDSCAPING: Landscaping has been included as a buffer between the development and Route
50 per the Commercial Development Guidelines. Landscaping has also been included in the
parking areas, around the perimeter of the building, as well as surrounding the proposed signage.
The applicants have requested a waiver from the planning commission related to watering method
for the landscaping.
FORESTRY: This project will be subject to Worcester County Forest Conservation Law. This
project has an approved Forest Stand Delineation and Forest Conservation Plan.
WATER SUPPLY AND WASTEWATER SERVICES: This project has been approved for 300
GPD for onsite sewage disposal. The usage will not exceed 280 GPD.

Page 20 of 58

PROPERTY OWNER: EJF Real Estate LLC
APPLICANT/ENGINEER: Vista Design, Inc.
PREPARED BY: Zack White, DRP Specialist
PLANNING COMMISSION CONSIDERATIONS – SITE PLAN WAIVERS
The applicant is requesting waivers to the following zoning code requirements:
1) §ZS1-322(b)(7): All landscaped areas are required to be readily accessible to a water
supply and provided with an automatic irrigation system with rain sensors.
The applicant proposes to forego installation of a permanent automatic irrigation system and,
instead, utilize hose bibs located around the proposed buildings. These hose bibs are intended
for boat maintenance, washing, flushing, and similar activities and will also provide access to
water for the establishment and maintenance of the proposed landscaping.
The applicant is requesting waivers to the following Design Guidelines for Commercial
Development requirements:
1) Section 10(b)(1)(E); Facades shall include at least two continuous details of twelve
inches or less
2) Section 10(b)(1)(F); A minimum of one significant detail or massing component shall be
repeated at least three times along each façade. The scale of the chosen element should
relate to the scale of the structure.
3) Section 10(b)(2)(A); Any building façade located less than seventy-five feet from a
property line shall be considered a public façade and shall comply with the requirements
of subsection (1) for public faces.

Page 21 of 58

Public Comment:
Written comments may be submitted at any time during the site plan review process. Comments
received by October 29th have been attached at the end of this staff report package. Please note
that the Planning Commission review is an open public meeting, but not a public hearing. Verbal
testimony by the public is not typically accepted at the Planning Commission meeting. Written
public comments received as part of the official record may be posted on the County website with
names and addresses. Email addresses and phone numbers will be redacted for security reasons.
Comments may be submitted in the following formats:
•

Emailed to:

[email protected]

•

Mailed to:

Worcester County Planning Commission
c/o Zachary White
1 West Market Street, Room 1201
Snow Hill, Maryland 21863

Page 22 of 58

Architects • Engineers • Environmental Scientists • Landscape Architects • Land Planning Consultants • Surveyors

Bayside Jet Drive Waiver Request – TM 0026, Parcel 0123
Project Description:
The ±14.04-acre project site is located on the south side of U.S. Route 50, west of the Herring Creek
Bridge, and is identified as Tax Map 0026, Grid 0010, Parcel 0123. The property was formerly developed
as the Shore Drive-In Theater, which closed in 1976. Since that time, the site has remained vacant and
has reverted to a predominantly wooded condition.
The property is zoned C-2, General Commercial District. The proposed development will serve as the
new Bayside Jet Drive facility and will be used for Watercraft & Equipment Sales, Service & Boat Storage.
Waiver Requests
The project, a major site plan, was submitted to the Technical Review Committee (TRC) on September
11, 2026, and reviewed at the TRC meeting held on October 14, 2026. Based on comments received from
Zoning Division staff, the Applicant respectfully requests the following waiver:
Landscaping, Comment #2, is as follows:
Sheet C-601: Please include details regarding how the trees and shrubs will be watered. Please
note that §ZS1-322(b)(7) all landscaped areas shall provide an automatic irrigation system with
rain sensors, and that drip irrigation systems are preferred. The planning Commission may
approve an alternate system if those are not feasible.
The Applicant proposes to forego installation of a permanent automatic irrigation system and,
instead, utilize hose bibs located around the proposed buildings. These hose bibs are intended
for boat maintenance, washing, flushing, and similar activities and will also provide access to
water for the establishment and maintenance of the proposed landscaping.

As this project is subject to the Design Guidelines and Standards for Commercial Uses, the architect for
the applicant requests the following waivers from the Design Guidelines.
1. Section 10(b)(1)(E); Facades shall include at least two continuous details of twelve inches or less
in height within the first ten feet of the building wall, measured vertically at street or sidewalk
level.
Pole building metal/stone design is very prohibitive to add additional trim details and maintain
flashing/energy code compliance.

9954 N. Main Street, Unit 1 • Berlin, MD 21811
Phone: (410) 352-3874 • www.vistadesigninc.com

Page 23 of 58

2. Section 10(b)(1)(F); A minimum of one significant detail or massing component shall be repeated
at least three times along each façade. The scale of the chosen element should relate to the scale
of the structure.
Same as #1 above with stone wainscot to metal siding the flashing/trim detail is very prohibitive
to maintain flashing/energy code to add extra seems repetitive.
3. Section 10(b)(2)(A); Any building façade located less than seventy-five feet from a property line
shall be considered a public façade and shall comply with the requirements of subsection (1) for
public faces.
With forest buffer this side will not be seen from public or neighboring property, this building is
not open to the public, added cost for construction and amount of glass added would be
extremely hard to meet 2021 energy code requirements.

Page 24 of 58

Architects • Engineers • Environmental Scientists • Landscape Architects • Land Planning Consultants • Surveyors

October 16, 2026
Zack White
Department of Development, Review and Permitting
Worcester County Government Office Building
One West Market Street, Room 1201
Snow Hill, Maryland 21863
RE: Bayside Jet Drive – Major Site Plan Review
Mr. White
Enclosed for your review, please find the revised plans per the Technical Review Committee comments dated
October 14, 2026. These comments for the major site plan submission have been addressed, and we are providing
these revised plans & responses for submission to the Planning Commission and to be placed on the November 5,
2026, agenda. Our responses to the TRC comments are as follows:
General:
1. Please clarify the square footage and location of the proposed outdoor display area. The Site Area lists it
as 164,842 square feet, while the parking requirement lists 7,261 square feet. Up to eight additional
parking spaces may be required.
The site area previously listed was incorrect. The areas provided under proposed land use are now the
same as the areas listed in the parking requirements.
2. The front display lot is required to meet the 100’ front yard setback. A variance may be requested from
the Board of Zoning Appeals prior to review and approval by the Planning Commission. Please provide a
dimension from the front property line to the edge of display lot.
The front display lot area has been removed from the plan set.
3. Sealed copies of the approved site plan will be required for final signature approval.
Sealed copies will be provided for signature approval.
Access & Traffic Circulation:
1. Before signature approval, obtain MDOT SHA approval for the commercial entrance. Unless otherwise
approved, § ZS 1-319(c)(3) recommends at least 500 feet between the development’s access points and
those of adjacent sites.
The entrance location shown on the attached plan set reflects the correspondence and coordination with
MDOT SHA. A formal submission package is currently being prepared for their review.
2. Under § ZS 1-319(c)(4), the development must provide or connect inter parcel connectors to all adjacent
commercially zoned properties. Although this requirement cannot be waived, the sensitive environmental
conditions, including non-tidal wetlands, we recommend providing an easement to each adjoining parcel
where a 20’ wide inter parcel connector could be established in the future.

9954 N. Main Street, Unit 1 • Berlin, MD 21811
Phone: (410) 352-3874 • www.vistadesigninc.com

Page 25 of 58

Easements are provided to the adjoining parcels to allow for a 20’ wide interparcel connector in the future.
This area is shown on all sheets but is labeled and dimensioned on Sheet C 200.
Parking areas & Lighting:
1. Please include at least one litter receptacle at the customer entrance of the retail building and include the
location in the plans. §ZS1-320(f)6).
A litter receptacle has been shown and labeled near the entrance to Building A. Please refer to sheet C
200.
2. Sheet C-201, Diagram 6: In the notes, please indicate that painted parking lines will meet Manual of
Uniform Traffic Control Devices (MUTCD) standards, or its successor. §ZS1-320(f)(4).
The above note has been added. Please refer to detail 6/C201, note #4.
3. Sheet C-200: Please indicate that the edges of the parking and driving areas will be curbed or buffered.
§ZS1-320(f)(9).
Wheel stops, as shown on detail 2/C201, are shown at the head of all parking spaces to act as the “curb”
for vehicles. In addition to the wheel stops, plantings are provided either adjacent to the parking spaces
or adjacent to the pedestrian circulation.
4. Please provide a lighting plan in accordance with §ZS1-323 and the Design Guidelines and Standards for
Commercial Uses
As discussed in the TRC meeting, site or parking lot lighting will not be necessary because the hours of
operation for the business are the typical. Site lighting will be provided on the buildings. Please refer to
the architectural plans provided for the type and location of the proposed building lighting.
Signage
1. The proposed freestanding sign will require a zoning permit. See § ZS 1-324(c)(4)B for design
requirements. Ornamental landscaping equal to 20% of the copy area is required to be provided at the
base of the sign.
The applicant is aware that the freestanding sign will require a zoning permit and that it must abide by
the code mentioned above. The landscaping at the base of the sign has been revised to add additional
plantings. Please refer to Sheet C 600.
2. If proposed, the total amount of allowable on-building signage for the retail building is 200 sf, as the width
of the building providing the primary customer entrance is 100 linear feet. §ZS1-324(c)(4)A. On building
signage will require a zoning permit.
The applicant is aware that an on-building sign will require a permit.

Page 26 of 58

Landscaping
1.

3.
4.

Wherever possible, existing forested areas and natural areas should be preserved. A significant area
behind the building is proposed to be cleared. Is this the ~164k outdoor display area noted on the first
sheet?
As noted in General comment #1 above, the area towards the rear of the property was not labeled
correctly. This area is proposed as boat storage and the enclosed plan set is labeled as such.
Sheet C-601: Please include details regarding how the trees and shrubs will be watered. Please note that
per §ZS1-322(b)(7) all landscaped areas shall provide an automatic irrigation system with rain sensors,
and that drip irrigation systems are preferred. The Planning Commission may approve an alternative
system if those are not feasible.
Included is a list of waivers to be requested from the Planning Commission. One of the requested waivers
pertains to the requirement for an automatic irrigation system with rain sensors.
Sheet C-601: Within the “References and Quality Control” section, please include language that states
that all landscaping will be done in accordance with the approved landscaping plan.
Note A under the “References and Quality Control” on sheet C 601 has been added to reference the
language in the comment.
A maintenance and replacement bond for required landscaping is mandatory for a period not to exceed
two (2) years in an amount not to exceed one hundred and twenty-five percent (125%) of the installation
cost. A landscape estimate for a nursery will be required to be provided at permit stage to accurately
determine the bond amount. §ZS1-322(g).
Noted. The applicant is aware of required maintenance and replacement bond.
A landscape inspection and maintenance agreement for the required landscaping shall be recorded in the
Land Records. A $60 check made payable to “Worcester County Clerk of Court” must also be provided
with the agreement.
Noted. The applicant is aware of the landscape inspection and maintenance agreement.

Design guidelines and Standards for Commercial Uses
1) Section 10(b)(2)(A) Any building façade located less than seventy-five feet from a property line shall be
considered a public façade and shall comply with the requirements of subsection (1) for public faces.
The applicant will request a variance from the Planning Commission for this section of the design
guidelines. Please refer to the included waiver request.
2) Section 17(b)(5) 35ft deep landscape buffer in front yard setback on arterial or collector
The plans have been revised to provide a minimum 35-feet landscape along the frontage. Per this section
of the design guidelines, the 75-feet on either side of the proposed entrance is more formally landscaped,
and the remaining land on each side is buffered by additional and existing landscaping.

Page 27 of 58

Other Agency Approvals:
1. Written confirmation that the water and sewer requirements have been met will be required to be
provided from the Department of Environmental Programs prior to the Department granting signature
approval.
Noted. Confirmation from Environmental Programs regarding water and sewer will be required prior to
DRP approval.
2. Written confirmation will also be required from the Department of Environmental Programs Natural
Resources Division relative to Critical Area, Forestry, and Stormwater Management requirements prior to
the Department granting signature approval.
Noted. Confirmation from Environmental Programs, Natural Resources division for Critical Area and
Stormwater requirements will be required prior to DRP Approval.
3. Written confirmation of approval from the County Roads Division and/or State Highway Administration
regarding the existing, proposed, or modified commercial entrances on all parcels shall be provided to the
Department prior to granting signature approval.
Noted. Confirmation from MDOT SHA will be required prior to granting DRP Approval.
Additional Review Comments & responses:
Vista Design, Inc. received comments dated October 14, 2026, from Joy S. Birch at the Department of
Environmental Programs, Natural Resources Division. These comments have been addressed as follows:
1. This is located outside of the Atlantic Coastal and Chesapeake Bya Critical Area Program.
Noted.
Vista Design, Inc. received a memorandum dated January 1, 2024, from David M. Bradford with the Department
of Environmental Programs, Natural Resources Division. These comments have been addressed as follows:
Please note, if a Stormwater plan is approved by this office and does not include phasing, the
corresponding permit can only receive Stormwater Final approval once all improvements are completed,
and the entire site is stabilized. This included properties which have multiple Building or Zoning permits
associated with the Stormwater plans. If a Stormwater Bond is required per the permit, the bond will only
be released once a Stormwater Final approval takes place.
Acknowledged. The stormwater plan does not include any phasing. A bond will be required for the permit,
and it is understood that the bond will not be released until Final Stormwater approval.
Additionally, if pervious pavement (i.e., asphalt, concrete) is proposed as a Stormwater Best Management
Practice (BMP), an engineer will be required to ensure that this BMP is installed per the approved plan
and the correct sequence is detailed on approved plans. Furthermore, all site disturbance must be
stabilized prior to beginning the BMP installation process to avoid any contamination or performance
issues. If components of the BMP become contaminated, excavation may be required. A detail/schematic
must be site specific and reflect how associated sub drains are connected to piping and illustrate all
material being used in subgrade when using the BMP.
Acknowledged. Pervious pavement/surfaces are not part of the stormwater management plan/design.

Page 28 of 58

Vista Design, Inc. received comments dated October 1, 2026, from Environmental Programs Staff. These comments
have been addressed as follows:
1. The site is limited to 300 Gallons Per Day for onsite sewage disposal. According to the flow chart on Sheet
No. G001 of the site plan, the estimated septic usage will not exceed 280 Gallons Per Day. Building B is
slated for dry storage only with no use activities or utilities supplied to the structure.
Noted. There have not been changes to the flow chart on Sheet G 001.
2. Commercial plumbing plans will need to be submitted for plan review at time of building permit
applications. Plumbing permits will also need to be obtained for the interior work for each unit and a
separate one for the site utility work will also be required. Gas permits will be needed as well, if utilized
for this project as natural gas is available in this area.
Noted the need for commercial plumbing plans, plumbing permits, site utility work and gas permits.
3. The septic drainfield, tank, pump station, and associated equipment will need to be installed by a
Maryland-certified onsite sewage contractor. Since the property and proposed onsite system are not
located within the Maryland Atlantic Coastal Bays Critical Area, septic pretreatment will not be required
for this site.
Noted the above information will need to be installed by a Maryland-certified onsite sewage contractor.
4. Lawn irrigation systems must have backflow prevention installed and permitted under the plumbing
permit pulled by a Master Plumber.
The applicant is going to request a variance from the Planning Commission to using an automatic irrigation
system.
5. Plumbing Code is the 2021 International Plumbing Code (IPC) Illustrated (National). The Gas Code is the
2021 International Fuel Gas Code (IFGC), for natural gas.
Noted.
Vista Design, Inc. received comments dated September 21, 2026, from David Mathers with the Department of
Environmental Programs, Natural Resources Division. These comments have been addressed as follows:
This project is subject to the Worcester County Forest Conservation Law.
A Forest Conservation Application and fee have been submitted. A Forest Stand Delineation (FSD) has
been submitted and approved. A Forest Conservation Plan (FCP) must be approved prior to this project
proceeding to Planning Commission.
The Forest Conservation Plan has been provided for review/approval.
This project is subject to the Worcester County Stormwater Ordinance.
The project has obtained Stormwater Concept Plan approval. This project will require Stormwater Site
Development Plan approval prior to proceeding to Planning Commission.
The project received Stormwater Site Development Plan approval on 10/14/26

All Projects over one acre shall be required to file for a General Permit/notice of Intent (NOI) for
construction activity through Maryland Department of Environment. This is mandated through the
Environmental Protection Agency’s (EPA) National Pollutant Discharge Elimination System (NPDES). Any

Page 29 of 58

permits to be issued by Worcester County for disturbance that exceeds one acre will not be issued without
NOI authorization.
Noted that an NOI will be required for this project.

Vista Design, Inc. received comments in the 10/14/26 TRC Packet from Paul Miller with the Department of
Development Review & Permitting. These comments have been addressed as follows:
Standard Comments
Fifteen (15) Standard Comments were provided and will be addressed by the architect when the building
plan(s) are submitted for review.
Site Specific Comments
Twelve (12) Site Specific Comments were provided and will be addressed when the building plan(s) are
submitted for review.

Vista Design, Inc. received comments dated September 23, 2026, from h the Worcester County Department of
Public Works. These comments have been addressed as follows:
Roads Division
1. Project site is on State Highway Rout 50. No comments from County Roads at this time.
Noted.
Water / Wastewater Division
1. 10ft utility easement is required and is already shown properly on the drawings. County will need a plat
for recordation of that easement prior to final approval.
Noted that a plat will need to be recorded prior to final approval.
2. Please verify county water service is not required for either domestic or for fire water supply.
County water service is not required.

Vista Design, Inc. received comments dated October 14, 2026, from Robert Korb, Jr., Chief Deputy Fire Marshal.
These comments have been addressed as follows:
Specific Comments
1. A complete set of building plans shall be submitted and approved prior to the start of construction.
Noted. The architect will provide a full set of building plans for review.
2. No further comments at this time.
Noted.

Page 30 of 58

The above are responses to the comments received in the TRC packet and meeting on October 14, 2026. We feel
that all the comments have been addressed and have submitted Plans and PDFs of the revisions for review and to
be placed on the next Planning Commission Agenda on November 5, 2026.
If there are any questions, comments or concerns that need to be discussed, please feel free to contact our office
at any time.

Thank you,

Brian Zollinger
Vista Design, Inc.

Page 31 of 58

LOD

LOD
LOD

LOD

= 23 Spaces
= 37 Spaces
= N/A

PROPOSED PARKING
STD 10 x 20' Spaces
ADA Van Accessible Space
TOTAL

22 Spaces
01 Spaces
23 Spaces

OFF STREET LOADING (10'x65')
Required
Proposed

1 Min, 2 Max
2 Loading Spaces

LOD

14.
15.
16.
17.
18.

CERTIFICATION STATEMENTS

200.00'
N85° 10' 40"W

190.26'

N4° 52' 06"E

Total Parking Spaces Required
Minimum
Maximum
Bicycle Spaces

LOD

13.

N72
°

All information set forth in this plan accurately conveys this site's conditions to the best of my knowledge.

All structural devices for stormwater management will be protected by proper soil erosion and sediment control devices until all
contributing areas have passed final stabilization inspection.

The contractor and owner shall provide supervision and certification of all construction of stormwater management practices
that provide infiltration and filtering, by a professional engineer duly licensed in the State of Maryland.

Any clearing, grading, construction, or development will be done pursuant to the approved erosion and sediment control plan,
including inspecting and maintaining controls, and that the responsible personnel involved in the construction project will have
a Certificate of Training at a Maryland Department of the Environment (MDE) approved training program for the control of
erosion and sediment prior to beginning the project. Additionally, the owner or developer shall certify right of entry for periodic
on-site evaluation by the appropriate enforcement authority and/or MDE.

Eric Fiori - President of EJF Real Estate, LLC

DATE

Chairperson - Worcester County Development Review & Permitting

DATE

50.1
6'
32' 5
4

398.18
'
N79° 5
1' 27"W

SCALE: 1" = 60'

120

180

TAX MAP 26 - PARCEL 121
LANDS OF MARK THOMAS HOLDER
DEED REF.: S.V.H. 4105/44
ZONING: RP

TAX MAP 26 - PARCEL 260
LANDS OF FREDERICK
HENRY EISENBRANDT
DEED REF.: S.R.B. 7918/292
ZONING: A1

NOTE:
This drawing, specifications, and work produced by Vista Design, Inc. (VDI) for this project are instruments of
service for this project only, and remains the copyrighted property of VDI. Reuse or reproduction of any of the
instruments of service of VDI by the Client or assignees without the written permission of VDI will be at the
Clients risk and be a violation of the copyright laws of the United States of America and the respective state within
which the work was completed.
NOTE:
This Drawing does not include necessary components for construction safety. All construction must be done in
compliance with the occupational safety and health act of 1970 and all rules and regulations thereto appurtenant.

09/11/26

1" = 30'

Date:

Scale:

WORCESTER COUNTY, MARYLAND

WEST OCEAN CITY

SP 090126.dwg
File Name:

Project No.: 26-038

PROJECT DATA

COVER SHEET
9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

459.90'

N4° 52' 20"E

= 2 Spaces
= 5 Spaces
= N/A

LOD

12.

The contractor shall be responsible for the means and methods resulting from any earth moving and/or temporary stockpiling
of earth or other materials on site.
These drawings, the design, and construction features disclosed are proprietary to Vista Design, Inc. and shall not be altered
or reused without their written permission. Copyright, latest date here on.
No construction shall begin until a pre-construction meeting is held between the contractor, owner, engineer & the Worcester
County Permit Coordinator.
The contractor and owner shall provide supervision and certification of all construction of Stormwater Management practices
the provide infiltration and filtering, by a Professional Engineer duly licensed in the State of Maryland.
There are no steep slopes within the limits of disturbance.
There are no streams or stream buffers within the limits of disturbance.
There are no highly erodible slopes within the limits of disturbance.
There are no springs, seeps or intermittent streams within the limits of disturbance.
Fire Lanes shall be provided at the start of a project and shall be maintained throughout construction. Fire lanes shall be not
less than 20 ft. in unobstructed width, able to withstand live loads of fire apparatus, and have a minimum of 13 ft. 6 in. of
vertical clearance. Fire lane access roadways must be established prior to construction start of any structure in the project.
Failure to maintain roadways throughout the project will be grounds to issue stop work orders until the roadway access is
corrected.

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

LOD

LO
D

Building A - Boat & heavy equipment service & parts (6,000 SF, 7 Bays)
Minimum - 10 plus 1 space per each Service Bay
= 17 Spaces
Maximum - 10 plus 2 space per each Service Bay
= 24 Spaces
Bicycle Spaces
= N/A
Building B - Warehousing (8,960 SF)
Minimum - 1 per 4,000 GSF (Min 2)
Maximum - 1 per 2,000 GSF (Min 5)
Bicycle Spaces

TAX MAP 26 - PARCEL 428
LANDS OF MHC AE3 LLC
DEED REF.: S.R.B. 8395/84
PLAT REF.: W.C.L. 111/1
ZONING: C2

MAJOR SITE PLAN
EJF REAL ESTATE, LLC
TM 26 PARCEL 123

LOD

6000

D E S I G N, I NC.

LOD

LO
LO

LOD

No proposed disturbances or construction activities are located within the delineated Non-Tidal Wetland
boundaries or associated 25' Non-Tidal Wetland Buffer.

4000

11.

The Non-Tidal Wetland boundaries were delineated by Kenneth W. Redinger, Professional Wetland
Scientist No. 2126 with Coastal Compliance Solutions, LLC.

2000

GENERAL NOTES

LOD

Wetlands

LOD

SEPTIC RESERVE AREA
AS SHOWN ON PLANS BY
RUSSELL T. HAMMOND
SURVEYING, LLC.

This property is not located within the Worcester County Atlantic Coastal Bays Critical Area.

VICINITY MAP

VV
ISTA

LOD

D
LO
D
LO

Worcester County Atlantic Critical Coastal Bays Critical Area Law

1000

BAYSIDE JET DRIVE

BOAT STORAGE AREA
136,453 SF / ±3.13 AC

LOD

124.75'

This site is subject to the Worcester County Forest Conservation Law. This site is subject to Forest
Conservation Plan No. __-__. This site has been subject to a regulated activity under the Worcester
County Forest Conservation Law. Any future approval of this site for a regulated activity shall be subject
to the County Forest Conservation Law. A Forest Conservation Easement Plat has been approved and
is on file with the Department of Environmental Programs. A Short Term Management Plan and
Perpetual Protective Agreement, Deed of Forest Conservation Easement, Worcester County, Maryland,
will be recorded simultaneously with this plan in the Land Records of Worcester County, Maryland.

= 4 Spaces
= 8 Spaces
= N/A

LOD
LOD

LOD

Forest Conservation Statement

SITE

SCALE: 1" = 2000'

LOD
LOD

S85° 12' 38"E

LOD

Well and Septic

Off Street Parking Requirements

LOD

LO
D

LOD

SWM
AREA A

LOD

Sewer and Water Provider

LOD

N13°
11' 36
"E
60.78
'
TAX MAP 26 - PARCEL 119
LANDS OF MIREILLE T. AYOUB
DEED REF.: W.C.L. 1257/287
PLAT REF.: W.C.L. 109/20
ZONING: C2

This property is located within the following Watershed:
Isle of Wight Bay
Maryland 12-Digit Watershed
021301030687
Part of 8-Digit Watershed
02130103

SWM AREA B

"E
154.21'

N7° 02' 16

Watershed



This Site is Located Within following Flood Zones per FIRM Map No. 240830160H,
effective July 16, 2015
Flood Zone "X" (Unshaded) - Areas of Minimal Flood Hazard
Flood Zone "X" (Shaded) - 0.2% Annual Chance Flood Hazard
Flood Zone "AE" (Elev. 5.0') - Base Flood Elevation Determined

REQUIRED
Building A - Boat & heavy equipment sales (2,000 SF)
Minimum - 1 per 500 SF of interior showroom GFA
Maximum - 1 per 250 SF of interior showroom GFA
Bicycle Spaces



Flood Zone

LOD

NORTH

±8,000 SF



±8,000 Sq. Ft.
±8,960 Sq. Ft.
±136,453 Sq. Ft.

LOD

LO
LO
D

BUILDING A

±8,960 SF

±14.04 Acres
±6.48 Acres
Wooded / Unimproved

LOD

LO
D

° 13
'
151 43"E
.48
'

N21

BUILDING B



Site Area



100' From MD Route 50
6' Each
20'
4 Stories or 45' in height

Proposed Land use
Building A (Office & Shop)
Building B (Warehouse)
Boat Storage

GRAYS CORNER

C-2 General Commercial District
Wooded
Vehicle, watercraft & Equipment Sales and Service Establishments
10-010934

Total Site Area
Limits of Disturbance
Existing Land Use

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

N24° 57' 06"E
85.83'

LOD

REVISIONS

LOD

Zoning Information
Existing Zoning:
Existing Land Use:
Proposed Land Use:
Account Number:
Setbacks
Front Yards:
Side Yard:
Rear Yard:
Max Height:

LOD

U.S. ROUTE
50 200' R.O
.W.
(SCR PLAT N
O. 7270)
LOD
LOD
LOD
LOD

LOD

TM 0026 Grid 0010 Parcel 0123
Deed Reference: 9149 / 410

LOD

HOLLY GROVE RD

Tax Map

LOD

LO
D

Horizontal: NAD 83 Maryland State Plane Grid
Vertical:
NAVD 88

Ocean Gateway
Ocean City, MD

Cover Sheet
Existing Conditions
Existing Conditions
Site Plan
Site Plan Details
SWM Plan
SWM Details
E&S Plan
E&S Details
Grading Plan
Landscape Plan
Landscape Details

1136.17'
S5° 08' 30"W

Datum

Sheet G 001
Sheet C 100
Sheet C 101
Sheet C 200
Sheet C 201
Sheet C 301
Sheet C 302
Sheet C 400
Sheet C 401
Sheet C 500
Sheet C 600
Sheet C 601

R=3919.72
L=439.54
D=6°25'30"
CB=S84° 54' 14"E
CL=439.31

LOD

Premises Address

Vista Design, Inc.
9954 N. Main St., Unit #1
Berlin, MD 21811
Contact: Steve Engel
Ph. 410-352-3874
Email: [email protected]

Sheet Index

EJF Real Estate LLC
8808 Hunting Hound Rd.
Berlin, MD 21811
Contact: Eric Fiori
Ph: 443-497-3909
Email: [email protected]

Consultant

SITE DATA:
Owner

Sheet No.:

G 001

Page 32 of 58

200' ROW

U.S. ROUTE
50 200' R.O
.W.
(SCR PLAT
NO. 7270)

OHW

LOD

LOD
LOD

LOD

LO
D

R=3919.72
L=439.54
D=6°25'30"
CB=S84° 54' 14"E
CL=439.31

RCF

W-6B

LOD

W-7B

25' NON-TIDAL
WETLAND SETBACK

LOD

57'
85. 06"E
83'

LOD

N2
4°

LOD

OHW

EXISTING UTILITY
POLE (TYP)

W-4A

LOD

LO OHW
D

W-3A

LOD

EXISTING ENTRANCE
TO BE REMOVED

LOD

EXISTING UTILITY
POLE (TYP)

FadA

OHW OD

LOD

OHW

LOD

OHW

W-2A

LOD

REVISIONS

W-1A

LOD

RCF

OHW

LOD

OHW

LOD

OHW

LOD

NORTH

OHW

TILITIE
S

LOD

ACK

EAD U

OVERH

OHW

LOD

100' FY SE
TB

EXISTING UTILITY
POLE (TYP)

OHW

LOD

LO
D

OHW

LOD

OHW

EXISTING ENTRANCE
TO BE REMOVED

VEMEN

E OF PA

200'

EX EDG

LOI

LO
D

b20
b23

LOD

D
LO

LOD

b54

b47

b68

b69

SHEET C 101
b65

b45

b61

b78

b66

b79

b52

b27

b81
FLOOD ZONE X
(SHADED)

b80
c3
6

b82
c2
c1

09/11/26

1" = 40'

Date:

Scale:

WORCESTER COUNTY, MARYLAND

ENLARGED

SHEET C 100

b37

WEST OCEAN CITY

EJF REAL ESTATE, LLC
TM 26 PARCEL 123
9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

TM 0026 PARCEL 0211

LOD

b63

b62

b53

SPX 090226.dwg

VV
ISTA

LOI

USDA SOIL SURVEY TABLE

b64

b33
b24

LOD

b67

b28
b19

Limits of Wetland Investigation (LOI)

MAP
SYMBOL

MAP UNIT NAME

HYDROLOGIC
SOIL RATING

K FACTOR

HYDRIC RATING

PERCENT OF AOI

FadA

Fallsington sandy loams, 0
to 2 percent slopes,
Northern Tidewater Area

B/D

PREDOMINANTLY
HYDRIC

100%

b39
b46

File Name:

Project No.: 26-038

EXISTING CONDITIONS

LOD
6

LOD

LO
D

b38

LOD

b29

Limits of Disturbance (LOD)

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

b31

b32

b16

FLOOD ZONE X
(SHADED)

b11

25' NON-TIDAL
WETLAND BUFFER

b40
b6

LOD
LO

b30

b21

b14

LOD

459.90'

N4° 52' 20"E

LOI

Non-Tidal Wetlands

LOD

b13

OHW

Non-Tidal Wetland 25-Ft Buffer

LOD

b12

b10

Existing Overhead Wires

LOD

120

Existing Utility Pole

LOD

SCALE: 1" = 40'

FEMA Flood Zone

LO
D

LOD

W-1B

LOD

b15

FLOOD ZONE X
(SHADED)
b5

LOD

D
LO
D
LO

b22

Existing Treeline 6

Existing Septic Reserve Area

LOD

FadA

Soil Boundaries

EXISTING
WOODED AREA

Existing 5x Contour

Existing 1x Contour
7

LOD

3'
67.
8

N 249,058.4000
E 1,844,027.5630

Existing Edge of Pavement

LOD

D
LO

N 249,100.8110
E 1,844,013.1820

W-A4

Existing Structures

W-A3

Building Restriction Line

W-2B

D E S I G N, I NC.

73
.3
'

77.6'

N 249,073.1710
E 1,843,951.3530

Adjacent Property Line

LOD

D
LO
LO
D
D
LO
6

Property Line

LEGEND

N 249,120.9540
E 1,844,052.3440

61.8'

LOD

A-2

BAYSIDE JET DRIVE

LOD
LOD

N 249,134.1490
E 1,843,991.9940

A-1

W-10A

SEPTIC RESERVE AREA AS
SHOWN ON PLANS BY
RUSSELL T. HAMMOND
SURVEYING, LLC.

LOD

IPF

124.75'

1136.17'
S5° 08' 30"W

LOD
7
7

LOD

W-9A

S85° 12' 38"E

W-3B

LOD

EXISTING
WOODED AREA

LOD

50' STREAM
BUFFER

TAX MAP 26 - PARCEL 428
LANDS OF MHC AE3 LLC
DEED REF.: S.R.B. 8395/84
PLAT REF.: W.C.L. 111/1
ZONING: C2

LOD

LOD
LOD

LOD

154.21'

N7° 02' 16

25' NON-TIDAL
WETLAND SETBACK

W-8A

LOD

EXISTING
WOODED AREA

LOD

EXISTING
WATERSHED 'C'
±6.75AC 0% IMP

LOD



LOD

W-7A

PROJECT DATA

LOD
LOD

W-4B

LOD



1' 36"
E
60.78
'



N13°
1

LOD

25' NON-TIDAL
WETLAND SETBACK

W-6A

FadA

LOD



TAX MAP 26 PARCEL 123
LANDS OF EJF REAL ESTATE, LLC
±14.04 ACRES
ZONING: C2

TAX MAP 26 - PARCEL 119
LANDS OF MIREILLE T. AYOUB
DEED REF.: W.C.L. 1257/287
PLAT REF.: W.C.L. 109/20
ZONING: C2



LO
D



W-5B

LOD

N21



LO
D

W-5A

EXISTING
WOODED AREA

HbB

D
LO
LO
D



° 13
'
151 43"E
.48
'

50'
S
BU TREA
FF
ER M

LOD

EXISTING
WOODED AREA

Sheet No.:

C 100

Page 33 of 58

NORTH

REVISIONS

LOD

Lb57
OI

b75

b73

4
6

c12
b74

LO
I

c11
d7

LOI

UPLANDS

LIMITS OF WETLAND
INVESTIGATION (LOI)

LOI e4

LOI

FLOOD ZONE AE
(EL 5')

4
7 6 5

e3
6

c9
c10

d10
c8

b58
L

d11

FLOOD ZONE X
(SHADED)

RCF

50.1
6'
° 32
' 54"

N72

RCF

5 6

FLOOD ZONE X
(UNSHADED)

6 5

CMF

EX. DIT

CH ±5'

LEGEND

WIDE

Property Line
Adjacent Property Line
Building Restriction Line
Existing Structures

Existing 5x Contour

Existing Treeline
FEMA Flood Zone
Existing Septic Reserve Area
Existing Utility Pole
Existing Overhead Wires

OHW

Non-Tidal Wetlands
Non-Tidal Wetland 25-Ft Buffer

SCALE: 1" = 40'

120

Limits of Disturbance (LOD)

LOD

Limits of Wetland Investigation (LOI)

LOI

1" = 40'

VV
ISTA

Existing 1x Contour

D E S I G N, I NC.

Existing Edge of Pavement

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

TAX MAP 26 - PARCEL 260
LANDS OF FREDERICK
HENRY EISENBRANDT
DEED REF.: S.R.B. 7918/292
ZONING: A1

Soil Boundaries

Scale:

CMF

398.18
'
N79° 5
1' 27"W

TAX MAP 26 - PARCEL 121
LANDS OF MARK THOMAS HOLDER
DEED REF.: S.V.H. 4105/44
ZONING: RP

09/11/26

9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

7
5 6

Date:

EJF REAL ESTATE, LLC
TM 26 PARCEL 123

BAYSIDE JET DRIVE

FLOOD ZONE X
(SHADED)

5 6

WORCESTER COUNTY, MARYLAND

4
5

190.26'

N4° 52' 06"E

ENLARGED

b50

IPF

b72

d12

f1
e1

LO
I

UPLANDS

c13

I
LO f3

b59

d13

b49

d14

I b43

b56

c14

WEST OCEAN CITY

d15

TAX MAP 26 - PARCEL 428
LANDS OF MHC AE3 LLC
DEED REF.: S.R.B. 8395/84
PLAT REF.: W.C.L. 111/1
ZONING: C2

SPX 090226.dwg

File Name:

c15

b76
c7

FLOOD ZONE AE
(EL 5')

c18

EXISTING CONDITIONS

c16

Project No.: 26-038

UPLANDS

b42 LO

c17

b44

LO b36
I

TAX MAP 26 - PARCEL 119
LANDS OF MIREILLE T. AYOUB
DEED REF.: W.C.L. 1257/287
PLAT REF.: W.C.L. 109/20
ZONING: C2

b41

b71

b60

b82

c5
b77

b51

LIMITS OF WETLAND
INVESTIGATION (LOI)

b78

b55

b81
FLOOD ZONE X
(SHADED)

b80

b79

b70

b26

b35

200.00'
N85° 10' 40"W

b69

b61

b34

b18
L

FLOOD ZONE AE
(EL 5')

b68

b66

PROJECT DATA

Ob25
I

b63

b52

b48

CMF

b54

b27

b47

b65

b67

b45

b17

LOD

SHEET C 101

b64

b62

LOD

SHEET C 100

b37

b24

LOD

1136.17'
S5° 08' 30"W

b19

b33

D
LO

LOD

b53

LOD

b46

b28

b10

LOD

b39

b16

LOI

LO
D

b23

b11

b20

b40

b38

LOD

b32

b15
b4

LOI

b29

25' NON-TIDAL
WETLAND BUFFER

EXISTING
WOODED AREA

N4° 52' 20"E
459.90'

b12

D
LO

b31

b22
b1

FLOOD ZONE X
(SHADED)
b5

b30

b21

b14

Sheet No.:

C 101

Page 34 of 58

16'
6 / C201

C 201

LITTER
RECEPTACLE

20'

LO
D

6
7

LOD

SITE PLAN

LOD

EJF REAL ESTATE, LLC
TM 26 PARCEL 123

BAYSIDE JET DRIVE

LOD
7

LOD
LOD
LOD

D E S I G N, I NC.

7
5

+++

Proposed 20-Ft Access Easement
Proposed Sidewalks/Concrete

LOD

Proposed 1x Contour

Proposed 5x Contour

Proposed Well
Proposed Sewer



Proposed Storm Drain
Proposed Under Drain

9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

+++

Proposed 10-Ft Utility Easement

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

5
5

LOD

D
D

LOD

Limits of Disturbance (LOD)

LOD

Proposed Treeline

NOTE:
This Drawing does not include necessary components for construction safety. All construction must be done in
compliance with the occupational safety and health act of 1970 and all rules and regulations thereto appurtenant.

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

FLOOD ZONE X
(SHADED)

Proposed MDOT SHA Entrance

LOD

LOD
LOD

N4° 52' 20"E
459.90'

SCALE: 1" = 40'

Proposed EOP & Asphalt

Proposed Swale Centerline
6

120

Proposed Buildings

25' NON-TIDAL
WETLAND BUFFER

D
LO

Non-Tidal Wetland 25-Ft Buffer

LOD

7
8

67.

7
8

LOD

.3
'
73

D
LO

LO
LO
D

OHW

Non-Tidal Wetlands

BOAT STORAGE
AREA ±3.13 AC

LOD

Existing Overhead Wires

25' NON-TIDAL
WETLAND BUFFER

LOD

BOAT STORAGE
AREA ±3.13 AC

SEPTIC RESERVE AREA AS
SHOWN ON PLANS BY
RUSSELL T. HAMMOND
SURVEYING, LLC.

LOD

Existing 5x Contour

Existing Utility Pole

LOD

LO
D
D
LO

6
5

8
6
7
8

LIMITS OF TREE
CLEARING (TYP)

61.8'

LOD

FEMA Flood Zone

LOD

Existing 1x Contour

77.6'

LOD

Existing Edge of Pavement

Existing Septic Reserve Area

LOD

Existing Structures

LIMITS OF TREE
CLEARING (TYP)

LOD

Building Restriction Line

LOD

Adjacent Property Line

1136.17'
S5° 08' 30"W

LOD

LEGEND
Property Line

8 7 6

LOD

TAX MAP 26 - PARCEL 428
LANDS OF MHC AE3 LLC
DEED REF.: S.R.B. 8395/84
PLAT REF.: W.C.L. 111/1
ZONING: C2

LOD

6
5

SS
7

LOD

N7° 02' 1
6"E
154.21'

SS
SS

D
LO

10'

LOD

SS
230'

8
7

LO
D
LOD
6

LOD

BOAT STORAGE
AREA ±3.13 AC

2' WIDE LEVEL
SPREADER

IPF

124.75'

S85° 12' 38"E

70'

LO
D
5

1' 36"
E
60.78
'

N13°
1

FOREBAY

50'STREAM
BUFFER

20'



DUMPSTER

C 201

10'x65'

C 201

SWM
AREA A

LOD

C 201

SWM
AREA B

C 201



80'



0'
R4

LOD

100'

LOD

30'

7
6

10'

80'

±8,000 SF

BUILDING A

BLDG LIGHTING
BY OTHERS
(TYP)

LO
D

±8,960 SF



LOADING
10'x65'

112'

BUILDING B

2' WIDE LEVEL
SPREADER

LOD



20'

50'

LO
D



N21
°

C 201

LOD

C 201

25' NON-TIDAL
WETLAND SETBACK

VV
ISTA

8 7

BLDG LIGHTING
BY OTHERS
(TYP)

C 201



13'
151 43"E
.48
'

10'

C 201

TAX MAP 26 - PARCEL 119
LANDS OF MIREILLE T. AYOUB
DEED REF.: W.C.L. 1257/287
PLAT REF.: W.C.L. 109/20
ZONING: C2

ACCESS
EASEMENT
8
7

C 201

+++

R10'

50'
ST
BU REAM
FFE
R

20'

C 201

PROPOSED SIGN
LOCATION

+++

PROPOSED 10'
UTIL. EASEMENT

LOD

25' NON-TIDAL

8
WETLAND
SETBACK

PROPOSED
WELL LOCATION

+++

LOD

+++

1" = 40'

100' FY S
ETB

LOD

+++

Scale:

+++

09/11/26

+++

RCF

Date:

+++

ACK

+++

WORCESTER COUNTY, MARYLAND

+++

WEST OCEAN CITY

+++

SP 090126.dwg

40'

+++

File Name:

+++

11
10

Project No.: 26-038

+++

LOD

LO
D

LOD

20'

+++

LOD

R4
0'

LOD

+++

LOD

+++

C 201

LO
D

LOD

EX EOP

LOD

OHW

PROPOSED 10'
UTIL. EASEMENT

ACCESS
EASEMENT

'
R40

LOD

OH
L
+ + + OD W
+++

±13'
SAW CUT

OHW

LOD

REVISIONS

LOD

PROJECT DATA

LOD

+++

LOD

L
OH OD

LOD

N24° 57' 06"E
85.83'

LOD

OHW

13 LOD

R1-1
STOP SIGN

C 201

OHW

LOD

±119' SAW C

OHW

LOD EX EOP
LOD

OHW

RCF

C 201

OHW

LOD

RIPE

OHW

SOLID ST

LOD

OHW

LOD

TRIPE

OHW

DASHED S

OHW

LOD

LO
D

OHW

LO
D

OHW

LOD

NORTH
200'

OHW

±17'
SAW CUT

EX EOP
SOLID STR
IPE

R=3919.72
L=439.54
D=6°25'30"
CB=S84° 54' 14"E
CL=439.31

200' ROW

200'

U.S. ROUTE
50 200' R.O
.W.
(SCR PLAT N
O. 7270)

Sheet No.:

C 200

Page 35 of 58

TACK COAT APPLIED TO BASE
2 1/2" BITUMINOUS 19.0/25 MM
SUPERPAVE HMA BASE COURSE

REFER TO NOTES 1 & 2

PLAN INDICATOR
6" GABC SUBBASE
(GAB/CR-6)
COMPACTED 100%

COMPACTED
SUBGRADE AS REQ.
BY SUSSEX COUNTY
ENGINEERING CODE

R 1/4"

2" SUPERPAVE ASPHALT MIX 12.5mm
FOR SURFACE - PG 64S-22, LEVEL 2

REFER TO NOTES 1 & 2
4" GABC
COMPACTED
SUBGRADE AS REQ.
BY SUSSEX COUNTY
ENGINEERING CODE

NOTES:

MDOT SHA
CONCRETE WHEEL STOPS

2
C 201

TYPE I

CONCRETE SIDEWALK DETAIL
NOT TO SCALE

12"

21' TO SIGN

DETAIL 2 / C201
SET 30" FROM EDGE
OF PARKING SPACE

RESERVED
PARKING

ACCESS
AISLE

20'

"RESERVED PARKING" SIGN (MUTCD R7-8)
SEE DETAIL THIS SHEET

PROVIDE "VAN ACCESSIBLE" SIGN
(MUTCD R7-8A/B) AS NOTED ON PLAN
SEE DETAIL THIS SHEET

18"

8'
ACCESS
AISLE

84"
MIN.

PARKING

2"x2" STEEL POST. CLOSE TOP END
AND GRIND SMOOTH. PAINT WHITE.
SUBSTITUTE WITH BREAK-AWAY
POSTS AS REQUIRED. SEE DETAIL
THIS SHEET.

10'

TYPE 'A' CURB

ACCESS
AISLE

GRADE
CONCRETE BASE TO BE CENTERED
ON RESERVED PARKING SPACES

20'

WIDTH OF SYMBOL:
MINIMUM = 600MM (24 IN)
SPECIAL = 900 MM (36 IN)
** STROKE WIDTH:
MINIMUM = 75 MM (3 IN)
SPECIAL = 100 MM (4 IN)

12"

ADA PARKING
LAYOUT AND SIGNAGE

6
C 201

NOTE:
1. STANDARD PARKING SPACES SHALL BE 10 FEET IN WIDTH AND 20 FEET IN LENGTH.
ADA SPACES AND ACCESS AISLES SHALL BE EXCLUDED FROM THIS STANDARD AND
DESIGNED IN ACCORDANCE WITH APPLICABLE ADA REQUIREMENTS.
2. SIGNAGE SHALL COMPLY WITH ADA GUIDELINES & REQUIREMENTS
3. THE ACCESS AISLE FOR AN ADA VAN ACCESSIBLE SPACE SHALL BE 8 FEET WIDE.
4. PAINTED PARKING LINES MUST MEET THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) STANDARDS, OR ITS LATEST SUCCESSOR

7
C 201

RESERVED PARKING
R7-8

8
C 201

NO PARKING IN AISLE &
ADA PARKING SPACE MARKING

TYPE 'A' CONCRETE CURB

SCALE: 1" = 40'

120

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

VV
ISTA

C 201

MDOT SHA
STANDARD CURB

D E S I G N, I NC.

10'

PARKING

EJF REAL ESTATE, LLC
TM 26 PARCEL 123

"NO PARKING IN AISLE" SIGN
SEE DETAIL THIS SHEET

9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

C 201

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

CONTROL JOINT SECTION (TYP)

SITE PLAN DETAILS

AT ENTRANCE

C 201

4" GABC
COMPACTED
SUBGRADE AS REQ.
BY SUSSEX COUNTY
ENGINEERING CODE

PAVING SECTION

BAYSIDE JET DRIVE

REFER TO NOTES 1 & 2

HEIGHT OF SYMBOL:
MINIMUM = 700 MM (28 IN)
SPECIAL - 1025 MM (41 IN)

TACK COAT APPLIED TO BASE

CONTROL JOINT
SAW-CUT, CONTINUOUS

ANY / ALL CONC. SHALL BE 4,000 PSI W/1.5 LBS FIBER REINFORCEMENT PER
CUBIC YARD OF CONCRETE.
STANDARD SIDEWALK SHALL BE 4" THICK. FOR DEPRESSED & DRIVEWAY
TRANSITION AREAS, THE SIDEWALK SHALL BE 6" THICK.
SIDEWALKS TO BE CONSTRICTED AT GRADE. SLOPE OF SIDEWALKS DESIGNED
AT 1.5% TO 2.0% CROSS SLOPE. MAXIMUM CROSS SLOPE SHALL NOT EXCEED
2.0% TO ASSURE ADA COMPLIANCE AND POSITIVE DRAINAGE. (REFER TO
DETAIL 5, THIS SHEET).

1" = 40'

Scale:

C 204

09/11/26

3/16"

MILL & OVERLAY
TIE IN SECTION

Date:

5
6" GRADED AGGREGATE BASE
OR 12" CAPPING BORROW

WORCESTER COUNTY, MARYLAND

CONTROL JOINT SECTION (TYP)

PLAN INDICATOR

WEST OCEAN CITY

NOTE: AS DIRECTED BY MDOT SHA INSPECTOR

SP 090126.dwg

CONC. WALKWAY PLAN VIEW (TYP)

EXISTING
SUBGRADE

File Name:

8" SUPERPAVE ASPHALT MIX 19.0 MM FOR
BASE - PG 64-22, LEVEL 2 (2-4" LIFTS)

HIGHWAY CLASSIFICATION:
· PRINCIPAL ARTERIAL
ADT:
· 30,000 OR GREATER

Project No.: 26-038

C/D CONTROL JOINT

ADA, PARKING AREAS
AND DRIVE AISLES

C 201

CONTROL JOINT
HAND TOOLED,
CONTINUOUS

PAVING SECTION

1/4"

PROJECT DATA

NOTE: CONSULT GEOTECHNICAL ENGINEER

EXPANSION JOINT SECTION (TYP)

NORTH

TACK COAT VERTICAL FACE
PRIOR TO NEW PAVEMENT
PAVING SECTION
REFER TO DETAIL
3/C201 THIS SHEET

5' JOINT SPACING,
EQUAL TO SIDEWALK WIDTH

4" GABC

MIN. 1-FOOT MILL & OVERLAY
SUPERPAVE HOT MIX ASPHALT 9.5mm
PG 64-22, LEVEL 2 FOR 2"

REVISIONS

R 1/4"

PLAN INDICATOR

SAWCUT

1/2"

1 1/2" BITUMINOUS SURFACE
COURSE, 9.5 MM SUPERPAVE HMA

EXP. JOINT MATERIAL TO BE AASHTO
M153, TYPE IV POLYURETHANE BONDED
RECYCLED RUBBER

EXP. JOINTS AT 15' SPACING
OR WHEN ADJOINING
EXISTING CONCRETE

TYPE I CONCRETE WHEEL
STOPS AT PARKING SPACES

1/2"

Sheet No.:

C 201

Page 36 of 58

200' ROW

200'

U.S. ROUTE
50 200' R.O
.W.
(SCR PLAT N
O. 7270)

NORTH

LOD
7

LOD

LOD
LOD

LIMITS OF
DISTURBANCE/SILT FENCE
± 6.48 AC

LOD

CLEARED OPEN SPACE

8,197

1.61

NAME OF ESD
PRACTICE
(STRUCTURE
NAME)

ESD PRACTICE
TOTAL
DRAINAGE
AREA (ACRES)

IMPERVIOUS
AREA TO ESD
PRACTICE
(ACRES)

SURFACE
AREA OF ESD
PRACTICE (SF)

PONDING
DEPTH
(FT)

MEDIA
DEPTH
(FT)

TARGET
ESDv
RECEIVED
(CF)

ESDv
CREDIT
(CF)

P LOAD
REDUCTION
(lbs/yr)

M-2
SUBMERGED
GRAVEL
WETLAND

SGW-B

0.59

0.42

1,215

2.75

1.50

4,036

0.79

REQUIRED

9,801 CF

TREATED

10,792 CF

Property Line
Adjacent Property Line
Building Restriction Line

Existing 1x Contour

Existing 5x Contour

FEMA Flood Zone
Existing Septic Reserve Area
Existing Utility Pole
Existing Overhead Wires

LOD

25' NON-TIDAL
WETLAND BUFFER

FLOOD ZONE X
(SHADED)

Proposed Buildings
Proposed EOP & Asphalt

Proposed 10-Ft Utility Easement
Proposed 20-Ft Access Easement
Proposed Sidewalks/Concrete
Proposed 1x Contour

Proposed 5x Contour

Proposed Well
Proposed Sewer
Proposed Storm Drain
Proposed Under Drain




Proposed Treeline
Limits of Disturbance (LOD)

LOD

OHW

Non-Tidal Wetlands

Proposed Swale Centerline
LOD

LOD

459.90'

D
LO

N4° 52' 20"E

Proposed Submerged Gravel Wetland

SCALE: 1" = 40'

LOD

1" = 40'

TYPE OF ESD
PRACTICE

Scale:

WS-B ESD SUMMARY CHART

LOD

120

FLOOD ZONE X
(SHADED)
FLOOD ZONE X

NOTE:
This Drawing does not include necessary components for construction safety. All construction must be done in
compliance with the occupational safety and health act of 1970 and all rules and regulations thereto appurtenant.

9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

LOD

FadA

D
LO

1.50

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

LOD
LOD
LOD

LOD

2.00

D E S I G N, I NC.

D
LO

LO
D
LO
D

LOD

1,858

Proposed MDOT SHA Entrance

LOD

0.87

Non-Tidal Wetland 25-Ft Buffer

LOD

1136.17'
S5° 08' 30"W

LOD

1.04

Existing Edge of Pavement

WS-C
± 4.82 AC
0% IMP

SEPTIC RESERVE AREA AS
SHOWN ON PLANS BY
RUSSELL T. HAMMOND
SURVEYING, LLC.

SGW-A

Existing Structures

LOD

"E
154.21'

N7° 02' 16

IPF

124.75'

TAX MAP 26 - PARCEL 428
LANDS OF MHC AE3 LLC
DEED REF.: S.R.B. 8395/84
PLAT REF.: W.C.L. 111/1
ZONING: C2

LOD

SGW-B

LOD

S85° 12' 38"E

M-2
SUBMERGED
GRAVEL
WETLAND

EJF REAL ESTATE, LLC
TM 26 PARCEL 123

LOD

50'

P LOAD
REDUCTION
(lbs/yr)

LEGEND

SGW-A
±1,450

ESDv
CREDIT
(CF)

BAYSIDE JET DRIVE

LOD

INV OUT: 6.00'
W/ 4'X8'X19"D ROCK OUTLET
PROTECTION W/
NON-WOVEN GEOTEXTILE
FABRIC ON SUBGRADE

N13°

LOD

TARGET
ESDv
RECEIVED
(CF)



9
7

MEDIA
DEPTH
(FT)

LOD

LOD
8

PONDING
DEPTH
(FT)

LOD

SURFACE
AREA OF ESD
PRACTICE (SF)

LO
D
LOD



11' 36
"E
60.78
'

80'



100'
9

IMPERVIOUS
AREA TO ESD
PRACTICE
(ACRES)

TOTAL ESDv TREATMENT VOLUME

LOD

ESD PRACTICE
TOTAL
DRAINAGE
AREA (ACRES)

LOD
25'

LOD
LOD

30'

±8,000 SF

D
LO



BUILDING A



LOD

80'

112'

LO
D



BUILDING B

FadA

LOD

N21

50'

NAME OF ESD
PRACTICE
(STRUCTURE
NAME)

HbB

LOD

LO
D
LO

° 13
'
151 43"E
.48
'




4X8 COMBINATION WYE TYP.
ALL ROOF DRAINS

RD-A
8" HDPE
L = 134.16'
S = 1.00%

TYPE OF ESD
PRACTICE

6
6

WS-B
±0.89 AC
80% IMP

WS-A
±1.04 AC
85% IMP

±8,960 SF

TAX MAP 26 - PARCEL 119
LANDS OF MIREILLE T. AYOUB
DEED REF.: W.C.L. 1257/287
PLAT REF.: W.C.L. 109/20
ZONING: C2

9
W

50'

LOD

ETBACK
100' FY S

LOD
8

LOD

40'

WS-A ESD SUMMARY CHART

RCF

09/11/26

LOD

57'
85. 06"E
83'

N2
4°

CO-A
RIM: 9.24
INV OUT: 7.34

25'

LOD

FadA

Date:

WORCESTER COUNTY, MARYLAND

WEST OCEAN CITY

OHW

LOD

12
1111
10

VV
ISTA

OHW

1D
1

LOD

PR STRM 090226.dwg

LOD

CONCEPTUAL
STORMWATER
MANAGEMENT PLAN

LOD

File Name:

12
11
10
9
8

Project No.: 26-038

1
10 1

LOD

REVISIONS

LOD

OHW

LOD

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

LOD

PROJECT DATA

LOD

L
OH OD

OHW

LO
D

OHW

LOD

RCF

OHW

±119'

TILITIE

OHW

LOD

OHW

LOD EX EDGE O
LOD F PAVEMEN
T
LOD
LO

LOD

OHW

OVERH
EAD U

OHW

LOD
12

OHW

LOD

12
11
10

OHW

LOD

LO
D

OHW

LOD

R=3919.72
L=439.54
D=6°25'30"
CB=S84° 54' 14"E
CL=439.31

Sheet No.:

C 301

Page 37 of 58

LO
D
LOD

LO
D

LO
D
LO
D

NORTH

LO
D
LOD

LO
D

LOD



STONE FOREBAY CHECK DAM
1.50'H SEE DTL THIS SHEET

INV OUT: 6.00'
W/ 4'X8'X19"D ROCK OUTLET
PROTECTION W/
NON-WOVEN GEOTEXTILE
FABRIC ON SUBGRADE

SGW-B

4 to 7 " STONE (TYP.)

6" OBSERVATION
WELL
RIM EL.6.50

LOD

1136.17'
S5° 08' 30"W

LOD

SUBMERGED GRAVEL WETLAND
SGW B

LOD
6" OBSERVATION
WELL
RIM EL.6.50

Scientific Name

Common Name

Wetland Indicator
Status

Panicum virgatum

Switchgrass

Fac

Scirpus cyperinus

Woolgrass

FacW+

Juncus effusus

Soft rush

FacW+

Carex Lupulina

Hop sedge

OBL

Agrostis hyemalis

Winter Bentgrass

Fac

Agrostis stolonifera

Creeping bentgrass

FacW

Elymus virginicus

Virginia wild rye

FacW-

Agrostis perennas

Upland bentgrass

FacU

Carex vulpinoidea

Fox sedge

OBL

SUBMERGED GRAVEL WETLAND MAINTENANCE &
INSPECTION CRITERIA:
REGULAR INSPECTIONS SHALL BE MADE DURING THE FOLLOWING STAGES OF CONSTRUCTION:

1.
2.
3.
4.

DURING EXCAVATION TO SUBGRADE.
DURING PLACEMENT OF BACKFILL OR PERFORATED INLET PIPE AND OBSERVATION WELLS.
DURING PLACEMENT OF GEOTEXTILES AND ALL FILTER MEDIA.
DURING CONSTRUCTION OF ANY APPURTENANT CONVEYANCE SYSTEMS SUCH AS
DIVERSION STRUCTURES, INLETS, OUTLETS, AND FLOW DISTRIBUTION STRUCTURES.
5. UPON COMPLETION OF FINAL GRADING AND ESTABLISHMENT OF PERMANENT
STABILIZATION, AND BEFORE ALLOWING RUNOFF TO ENTER THE WETLAND.

6" PLANTING SOIL
10-YR ELEV. 7.81'
3" PEA GRAVEL

15" CLEAN WASHED
NO. 6 OR NO. 57 STONE
ASTM D448

4" PERFORATED
PVC UNDERDRAIN
INVERT: 4.50

NON-WOVEN
GEOTEXTILE FABRIC
(SIDES AND BOTTOM)

Percent of
Mix

2-YR ELEV. 7.68'

GW EL. 6.00'

15" CLEAN WASHED
NO. 6 OR NO. 57 STONE
ASTM D448

4" PERFORATED
PVC UNDERDRAIN
INVERT: 4.50

SGW-B

SUBMERGED GRAVEL WETLAND
SGW A

SCALE: 1" = 10'

NON-WOVEN
GEOTEXTILE FABRIC
(SIDES AND BOTTOM)

09/11/26

1" = 40'

Date:

Scale:

VV
ISTA

GRAVEL BED

1. PRIVATELY OWNED PRACTICES SHALL HAVE A MAINTENANCE PLAN AND SHALL BE
PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES
PREVENTING ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL.
2. DURING THE FIRST YEAR OF OPERATION, INSPECTIONS SHOULD BE CONDUCTED AFTER
EVERY MAJOR STORM AND POORLY ESTABLISHED AREAS REVEGETATED.
3. SEDIMENT ACCUMULATION IN THE PRETREATMENT ARES SHOULD BE REMOVED AS
NECESSARY.
4. SIGNS OF UNEVEN FLOW DISTRIBUTION WITHIN THE WETLAND MAY MEAN THAT THE
GRAVEL OR UNDERDRAIN IS CLOGGED. THE GRAVEL AND/OR UNDERDRAIN MAY NEED TO
BE REMOVED, CLEANED, AND REPLACED.
5. A DENSE STAND OF WETLAND VEGETATION SHOULD BE MAINTAINED THROUGH THE LIFE OF
THE FACILITY WITH PLANTINGS REPLACED AS NEEDED.
6. INLETS AND OUTLETS TO EACH SUBMERGED GRAVEL WETLAND CELL SHOULD BE FREE
FROM DEBRIS TO PREVENT CLOGGING.
7. EROSION AT INFLOW POINTS SHOULD BE REPAIRED. FLOW SPLITTERS SHOULD BE
FUNCTIONAL TO PREVENT BYPASSING OF THE FACILITY.

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

BOT EL. 4.0

D E S I G N, I NC.

THE FOLLOWING ITEMS SHOULD BE ADDRESSED TO ENSURE PROPER MAINTENANCE AND
LONG-TERM PERFORMANCE OF SUBMERGED GRAVEL WETLANDS:

9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

Symbol

STONE FOREBAY CHECK DAM

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

NON-WOVEN
GEOTEXTILE KEYED IN
6" BOTH SIDES

3" PEA GRAVEL

GRAVEL BED

2' WIDE RIP RAP WEIR
INVERT 7.50' 2:1 SIDE
SLOPES TIE INTO TOP
OF BANK ELEV. 8.0'

WORCESTER COUNTY, MARYLAND

Submerged Gravel Wetland Seed Mix
EJF REAL ESTATE, LLC
TM 26 PARCEL 123

10-YR ELEV. 7.84'
2-YR ELEV. 7.54'

6" PLANTING SOIL

2:1 SLOPE
12" LAYER OF WASHED
AGGREGATE

BOT EL. 4.0'

SGW-A

WEST OCEAN CITY

12"
2:1 SLOPE

GW EL. 6.00'

CONCEPTUAL
STORMWATER
MANAGEMENT PLAN

71.9'
7

BAYSIDE JET DRIVE

STONE RIP RAP OUTLET
WEIR L = 10'
INV. = 7.75'

PR STRM 090226.dwg

LOD
LOD

LOD
LOD
LOD

ASTM D448

10' WIDE RIP RAP WEIR
INVERT 7.75' 2:1 SIDE
SLOPES TIE INTO TOP OF
BANK ELEV. 8.0'

FOREBAY-A
± 450 CF
STORAGE

LOD

LOD
LOD

LOD
7

LOD

4" PERFO
RATED H
DPE
PIPE @ IN
V.4.5'

LOD

6
8

74.00'

30.00'

LOD

File Name:

LOD

18.0'

LOD

ROCK INLET PROTECTION
4'WX19"D W/ GEOTEXTILE
FABRIC ON SUBGRADE

3:1
SLOPES

LOD


4" PERFO
RATED H
DPE
PIPE @ IN
V.4.5'

Project No.: 26-038



PLACE SIGN ON FENCE THAT STATES, "PRIOR TO
MAINTENANCE OF SWM FACILITY CONTACT
WORCESTER COUNTY ENVIRONMENTAL PROGRAMS
AT 410-632-1220"

LOD

3:1
SLOPES

REVISIONS

LOD

4"X8" COMBINATION WYE
TYP. ALL ROOF DRAINS

PROJECT DATA



LOD

STONE RIP RAP OUTLET
WEIR L = 40'
INV. = 7.50'

LOD

ROOF DRAIN TO
SPLASH BLOCK

LO
D



LOD



PLACE SIGN ON FENCE THAT STATES,
"PRIOR TO MAINTENANCE OF SWM
FACILITY CONTACT WORCESTER
COUNTY ENVIRONMENTAL
PROGRAMS AT 410-632-1220"

LOD



LOD



LOD



LO
D

LOD



2'X12" STONE FILTER STRIP

BUILDING-B
±8,960 SF

Sheet No.:

C 302

Page 38 of 58

EX EOP

SOLID STR

IPE

DASHED S
T

RIPE

EP 11.31
TC 11.98

EP 11.19
TC 11.86

PROPOSED 10'
UTIL. EASEMENT

EP 11.07

CL 11.32

EP 11.14
CL 11.02

CL 10.56

PV 10.48
PV 10.00

EP 9.73

PV 9.89

EP 10.04

PV 10.22

LEGEND
Property Line
Adjacent Property Line
Building Restriction Line

EP 9.39

PV 9.65

Existing Edge of Pavement

PV 9.16
EP 9.42

EP 9.84

W 9.86

W 9.92

EP 9.77

Proposed EOP & Asphalt
PV 8.66

EP 8.22

6
7

EP 9.35

EP 9.79

FFE 10.00

W 9.91

EP 8.56

PV 9.38

CL 9.03

CL 9.01

Pavement Spot Grades

PV 9.01

Finish Floor Elevation Grades

FFE 9.01

Sidewalk Spot Grades

W 9.01

PV 8.21
7

EP 9.00

EP 8.50

EP 8.63

EP 8.81

8
8

TAX MAP 26 - PARCEL 428
LANDS OF MHC AE3 LLC
DEED REF.: S.R.B. 8395/84
PLAT REF.: W.C.L. 111/1
ZONING: C2

EP 9.19

SS
SS

PV 8.52

BOAT STORAGE
AREA ±3.13 AC

Centerline Spot Grades

EP 9.01

EP 8.22

PV 8.71

EP 8.97

Edge of Pavement Spot Grades



EP 8.76

LOD

7
EP 8.55

PV 8.90

PV 8.34
EP 8.51

EP 8.55

8
8

6
5

9
6

PV 8.69
CL 9.01

PV 8.55

Limits of Disturbance (LOD)



PV 9.29



EP 9.42

PV 9.34

EP 9.67

9
PV 8.34



Proposed Treeline

W 9.91

FFE 10.00

Proposed Swale Centerline



PV 9.26

PV 8.72

Proposed Under Drain



PV 9.09

EP 9.38
PV 8.25

SWM
AREA B

EP 8.22



W 9.38



FFE 10.00

PV 8.67

EP 9.36

FFE 10.00

EP 9.39

PV 8.41

FFE 10.00
EP 9.82

EP 9.54

Proposed 5x Contour

Proposed Storm Drain

PV 8.56
EP 9.50

Proposed Sewer

CL 9.01

EP 9.35

Proposed 1x Contour

Proposed Well



EP 9.80

FFE 9.50

SWM
8.22 A
EPAREA



EP 9.46

EP 8.22

EP 8.67

EP 8.56

FFE 9.50

Proposed Sidewalks/Concrete

SWM
AREA A

9
9
8

±8,000 SF
FFE 10.0'

W 9.40

+++

Proposed 20-Ft Access Easement

EP 9.45

EP 9.82

FFE 9.50

+++

Proposed 10-Ft Utility Easement



EP 9.80

BUILDING A

EP 9.49

PV 8.71

FFE 10.00



FFE 9.50

Proposed MDOT SHA Entrance



±8,960 SF
FFE 9.50'

Proposed Buildings

N21

W 9.92

EP 9.49

BUILDING B

Non-Tidal Wetland 25-Ft Buffer



EP 9.80

Non-Tidal Wetlands

W 9.86

OHW



° 13
'
151 43"E
.48
'

W 9.96

PV 8.86

PV 9.14

W 9.96
FFE 10.00

FFE 9.50

EP 9.46



W 9.82

EP 9.28

EP 9.76



PV 9.35

FFE 9.50

Existing Overhead Wires

EP 8.76

PV 9.38

EP 9.88

EP 9.90

Existing Utility Pole

EP 9.00
EP 9.76

Existing 5x Contour
Existing Septic Reserve Area

EP 9.59

W 9.38

FEMA Flood Zone

25' NON-TIDAL
WETLAND SETBACK

EP 9.09

EP 9.58

EP 9.59

FFE 9.50

PV 9.64

W 9.41
W 9.40

PV 9.68

PV 9.75

EP 9.57

Existing 1x Contour

PV 9.52

PV 9.61

CL 9.55

PV 9.45

GRADING PLAN

Existing Structures

PV 9.60

EJF REAL ESTATE, LLC
TM 26 PARCEL 123

EP 10.23

EP 10.73

EP 10.66

25' NON-TIDAL
WETLAND SETBACK

PROPOSED 10'
UTIL. EASEMENT

BAYSIDE JET DRIVE

4°

EP 10.66

57'
85. 06"E
83'

EP 10.66

TAX MAP 26 - PARCEL 119
LANDS OF MIREILLE T. AYOUB
DEED REF.: W.C.L. 1257/287
PLAT REF.: W.C.L. 109/20
ZONING: C2

EP 11.25

9
10

SS
7

SCALE: 1" = 20'

9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

OHW

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

OHW

D E S I G N, I NC.

OHW

1" = 20'

OHW

CL 11.84

OHW

12
11

Scale:

OHW

09/11/26

OHW

EX EOP

EP 11.93
TC 12.60

OHW

EP 11.83
TC 12.50

OHW

Date:

EP 12.54
TC 13.21

WORCESTER COUNTY, MARYLAND

EP 12.50

WEST OCEAN CITY

GR 090426.dwg

R=3919.72
L=439.54
D=6°25'30"
CB=S84° 54' 14"E
CL=439.31

EP 12.46
TC 13.13

VV
ISTA

File Name:

EX EOP

Project No.: 26-038

REVISIONS

NORTH

PROJECT DATA

RIPE

U.S. ROUTE
50 200' R.O
.W.
(SCR PLAT N
O. 7270)

SOLID ST

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

Sheet No.:

C 500

Page 39 of 58

Submerged Gravel Wetland Seed Mix - SWM A & SWM B

Soft rush

FacW+

Carex Lupulina

Hop sedge

OBL

Agrostis hyemalis

Winter Bentgrass

Fac

Agrostis stolonifera

Creeping bentgrass

FacW

Elymus virginicus

Virginia wild rye

FacW-

Agrostis perennas

Upland bentgrass

FacU

Carex vulpinoidea

Fox sedge

OBL

3" CALIPER

H: 40'-70'
S: 30'-50'

AS SHOWN

YES

AZALEA X '
GUMPO WHITE'

GUMPO WHITE
AZALEA

18" MIN

H: 3'
S: 3'

3' O.C.

YES

CHAMAECYPARIS
PISIFERA 'GOLDEN
MOP'

JAPANESE
FALSECYPRESS

30" MIN

H: 3'-5'
S: 3'-5'

4' O.C.

CORNUS FLORIDA

DOGWOOD

2 12" CALIPER

H: 20'
S: 20'

AS SHOWN

YES

HYDRANGEA
MACROPHYLLA
'ENDLESS
SUMMER'

BIG LEAF
ENDLESS
SUMMER
HYDRANGEA

18" MIN

H: 3'-5'
S: 3'-5'

4' O.C.

YES

ILEX CORNUTA
'CARISSA'

CARISSA HOLLY

30" MIN.

H: 3'-4'
S: 3'-4'

3' O.C.

YES

ILEX OPACA

AMERICAN
HOLLY

30" MIN.

H: 15'-30'
S: 10'-20'

AS SHOWN

YES

ILEX GLABRA

INKBERRY

18" - 24"

H: 5'-8'
S: 5'-8'

4' O.C.

YES

ITEA VIRGINICA

VIRGINIA
SWEETSPIRE

18" - 24"

H: 3'-5'
S: 3'-5'

4' O.C.

YES

LAGERSTROEMIA
INDICA X FAURIEI
'NATCHEZ'

NATCHEZ
CRAPE MYRTLE

2 12" CALIPER

H: 20'
S: 20'

AS SHOWN

YES

LIRIOPE MUSCARI
'VARIEGATA'

VARIEGATED
LIRIOPE

2 QUART CONT.

H: 12"-18"
S: 12"-18"

12" O.C.

YES

MAGNOLIA
VIRGINIANA

SWEETBAY
MAGNOLIA

2 12" CALIPER

H: 15'-35'
S: 15'-35'

AS SHOWN

YES

MUHLENBERGIA
CAPILLARIS

PINK
MUHLYGRASS

1 GAL CONT.

H: 2'-3'
S: 2'-3'

20" O.C.

YES

PINUS STROBUS

EASTERN
WHITE PINE

MIN. 6' TALL

H: 50'-70'
S: 20'-40'

AS SHOWN

YES

PANICUM
VIRGATUM

SWITCHGRASS

CONT.

H: 3'-6'
S: 2'-3'

AS SHOWN

YES

+++

1
PS

+++
35.0'

1
AR

+++

5
IV

+++

2
IG
75.0'

+++

3
PV

+++

3
PV

+++

3
IG

1
IG

3
IV

+++

3
IV

25' NON-TIDAL
WETLND SETBACK

1
IG

75.0'

1
IO

IV
+++

2
PS

+++

3
MC

9
AG
2
CP

NOTES
1. Over 95% of the proposed landscaping is native.
2. Watering of landscape areas shall utilize the hose bibs around via the hose bibs on the proposed
buildings. Please refer to the Architectural plans for the hose bib locations.
· A variance requesting approval for this watering method will be submitted to the Planning Commission.

4
IC

1
LN



5
HM

2
CP

4
MC

1
LN



4
CP

3
HM

1
MV

LEGEND



Property Line

Existing 5x Contour

6
7

Existing Septic Reserve Area
Existing Utility Pole



1
CF

1
PV

Existing 1x Contour
FEMA Flood Zone



Existing Edge of Pavement

1
MV

4
MC

Existing Structures

±8,000 SF
FFE 10.0'

Building Restriction Line



3
PV

BUILDING A

±8,960 SF
FFE 9.50'

4
IC



BUILDING B

Adjacent Property Line



1
LN

24
LM

3
HM

Existing Overhead Wires



Proposed EOP & Asphalt
5

4
IC

1
LN



2
HM

Proposed Buildings

4
MC

Non-Tidal Wetland 25-Ft Buffer



1
MV

Proposed MDOT SHA Entrance


7

1
CF

Proposed Sidewalks/Concrete



4
IC

+++

Proposed 20-Ft Access Easement



SWM
AREA B

1
LN

+++

Proposed 10-Ft Utility Easement

1
MV

3
HM



OHW

Non-Tidal Wetlands

1
PV

12
LM

1
LN

6
SS

Proposed 1x Contour

Proposed 5x Contour

Proposed Well



RCF
6

25' NON-TIDAL
WETLND SETBACK

3
MC

1
CF

1
LN
7

+++

1
IO

1
AR

1
IO

PROPOSED 10'
UTIL. EASEMENT

+++

SIGNAGE PLANTING
(10) AG
(4) PV

57'
85. 06"E
83'

N2
4°

+++

3
IG

5
IV

2
IO

+++

EJF REAL ESTATE, LLC
TM 26 PARCEL 123

+++

D E S I G N, I NC.

+++

1
PS

OHW

Proposed Sewer
8

8
7

Proposed Storm Drain
Proposed Under Drain

Proposed Swale Centerline

SWM
AREA A

SS
7

Proposed Treeline



BOAT STORAGE
AREA ±3.13 AC



SS
SS
SS
SS

1136.17'
S5° 08' 30"W

SCALE: 1" = 20'

NORTH

BAYSIDE JET DRIVE

OHW

+++

1
IO

+++

OHW

12
11

38.3'

+++

OHW

+++

OHW

12 12

TAX MAP 26 - PARCEL 119
LNDS OF MIREILLE T. AYOUB
DEED REF.: W.C.L. 1257/287
PLAT REF.: W.C.L. 109/20
ZONING: C2

OHW

PROPOSED 10'
UTIL. EASEMENT

OHW

35.0'

OHW

OCTOBER
GLORY RED
MAPLE

EX EOP

OHW

ACER RUBRUM
'OCTOBER GLORY'

VV
ISTA

RCF

OHW

35.6'

OHW

TAX MAP 26 - PARCEL 428
LNDS OF MHC AE3 LLC
DEED REF.: S.R.B. 8395/84
PLAT REF.: W.C.L. 111/1
ZONING: C2

9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

IPE

U.S. ROUTE
50 200' R.O
.W.
(SCR PLAT N
O. 7270)

NATIVE

1" = 20'

Juncus effusus

SPACING

Scale:

MATURE
SIZE

09/11/26

FacW+

MINIMUM SIZE
REQUIRED

Date:

Woolgrass

COMMON NAME

WORCESTER COUNTY, MARYLND

Scirpus cyperinus

BOTANICAL NAME

WEST OCEAN CITY

Fac

QUANTITY

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

8
7

Switchgrass

ABBREV.

LANDSCAPE PLAN

R=3919.72
L=439.54
D=6°25'30"
CB=S84° 54' 14"E
CL=439.31

EX EOP

Panicum virgatum

SYMBOL

LS 090426.dwg

WETLAND
INDICATOR STATUS

File Name:

SOLID STR

COMMON NAME

Project No.: 26-038

TRIPE

SCIENTIFIC NAME

REVISIONS

DASHED S

PERCENT OF
MIX

PROJECT DATA

SYMBOL

PLANT LIST

Sheet No.:

C 600

Page 40 of 58

REFERENCES AND QUALITY CONTROL

MULCHING

WORK INCLUDED

SODDED AREAS

A.
B.

A.
B.
C.
D.

N.T.S.
No pruning except broken branches
Top of container shall be slightly higher
than the surrounding Finish Grade
Remove the container completely. Make
4 to 5 - 1" deep cuts the length of the
root ball. Loosen pot bound roots &
spread on scarified subgrade.

FERTILIZER
For new plant material provide packet, tablet or pellet forms of slow
release fertilizers conforming to Fed. Spec. O-F-241, bearing the
manufacturer's guaranteed statement of analysis. Slow release fertilizers
shall contain a minimum percentage by weight of five nitrogen (of which
50% will be organic), 10 available phosphoric acid and five potash.

Planting base is to be undisturbed soil
to support container
Scarified subgrade. Remove all
pavement and construction debris from
planing pit

Min. 5x
Root Ball Dia.

For bed preparation and existing trees, provide granular fertilizer
conforming to Fed. Spec. O-F-241, Type 1, Class 2 which shall bear the
manufacturer's guaranteed statement of analysis. Granular fertilizer shall
contain a minimum percentage by weight of 10 nitrogen (of which 50%
shall be organic), six available phosphoric acid and four potash

Add 2" of leaf mold and roto-till and 8"
deep ring around shrub.

SOIL EXCAVATIONS
NOTE
A. Do not fertilize until late spring of 2nd
year following planting.
B. Planting soil mix & mulch specified.

A.
B.
C.

SHRUB PLANTING

C 601

The excavation must not be less than 12 inches wider or deeper than
necessary to accommodate the ball of the plant.
When conditions detrimental to plant growth are encountered; such as
rubble fill or adverse drainage conditions, notify landscape architect before
proceeding with planting operations.
Upon completion of planting of trees, cultivate a ring five times the diameter
of the ball or 48", which ever is greater, 15" deep around tree; or as directed
by landscape architect. Restore disturbed areas.

N.T.S.

NOTE
A. Plants must be planted in bedding mix or
topsoil NOT Mulch or Pea Gravel
B. On-center spacing is indicated on Planting List

D.
E.

PLAN

3" PEA GRAVEL
8" PLANTING SUBSTRATE
3" PEA GRAVEL

C.
D.

15" ROUNDED BANK RUN STONE

SECTION

HERBACEOUS PLANTINGS

C 601

All planting areas shall be brought to proposed grade using topsoil mix as
specified.
The planting bed shall be loosened prior to planting by one of the following
methods: roto-tilling or with pick and shovel. Soil shall be loosened to a
depth of 8" to 10".
Organic matter shall be spread over the bed to a depth of 2" for leaf mold
and other organics, or 1" deep for sludge, (2 cubic yards of composed
sludge/1000 square feet), after the soil has been loosened. The organic
matter shall then be worked into the bed with a roto-tiller or other approved
method.
Fertilizer shall be incorporated into the top 4-6" of bed at manufacturer's
specified rate.
The entire bed shall be mulched to minimum depth of 4" with mulch as
specified.
Soil shall be tested for Ph and amended as required to maintain an optimum
Ph of 6.5 to 7.0 or as directed.

F.
G.

Trees and shrubs shall bear same relationship to grade as they did in the
nursery row.
Before placing shrubs in pits, place a 6" layer of soil mix material into bottom
of pit and tamp.
All trees shall be placed directly on the scarified subgrade.
The plant pit shall be filled with soil mix material as specified and placed in
6" layers around the ball. Each layer shall be carefully tamped in place in a
manner to avoid injury to the roots or ball, or disturbing the position of the
plant. When approximately two-thirds (2/3) of the plant has been back-filled,
the pit shall be filled with water and the soil allowed to settle around the
roots. B&B plants shall have all the twine , wire and burlap cut away or
folded back from the top 1/3 of the ball and trunks before applying water.
After the water has been absorbed, the plant hole shall be filled with soil mix
and tamped lightly to grade.
All containerized stock shall be removed from containers and the root mass
should either be physically loosened or sliced to prevent strangulation.
Failure to comply with planting procedures outlined above is basis for
rejection of plant material by landscape architect.
Transit trunk guard shall be removed only after inspection at site by
landscape architect.

PRUNING
A.

SCALE: 1" = 40'

D.
E.
F.

REMOVAL AND CLEANUP
A.
B.
C.

Removal of debris is required. The property must be left in a neat and
orderly condition in accordance with good and accepted plating practices.
Protect all Finished surfaces during planting operations.
Repair and restore all damaged or disturbed surfaces related to planting
procedures.

C.
D.
E.

SUBSTANTIAL COMPLETION
The point when plant materials have been installed and the Landscape
Architect completes a punch list.
FINAL ACCEPTANCE
After all items on the punch list have been completed to the Landscape
Architect's & Worcester County's satisfaction.

120

Trees and shrubs shall be pruned to remove broken branches only and/ or
to preserve their natural character and shape. Pruning shall be restricted in
general to the secondary branches and soft, sucker growth. Never cut a
leader. Honor branch collar, do not leave stubs & do not use wound
dressing paint.
ALL PLANTS DISFIGURED BY POOR PRUNING PRACTICES WILL BE
REJECTED BY THE LANDSCAPE ARCHITECTS.

Beginning work means acceptance of existing conditions.

GROWING MEDIA
A.

Imported Topsoil: natural, fertile, agricultural soil typical of locality, capable
of sustaining vigorous plant growth, from well drained site, free of flooding,
not in frozen or muddy condition, not less than 6% organic matter and pH
value of 5.9 to 7.0. Soil shall be free from subsoil, slag, clay, stones, lumps,
live plants, roots, sticks, crabgrass, couch grass, noxious weeds and foreign
matter.
Existing Topsoil: Natural, fertile agricultural soil capable of sustaining
vigorous plant growth, not frozen or muddy condition, containing not less
than 6% organic matter, and corrected to pH value of 5.9 to 7.0. Free from
subsoil, slag, clay, stones, lumps, live plants, roots, sticks, crabgrass, couch
grass, noxious weeds and foreign matter.
Sand: Hard, granular natural beach sand, washed, free of impurities,
chemical or organic matter.
Limestone: Dolomitic limestone with minimum 85% carbonates and 50%
calcium oxides. Bags shall show weights and analysis.
Fertilizer: Commercial type conforming to FS 0-F-241, Type 1, Grade A
recommended for grass, with 50% of the elements derived from organic
sources; of proportion necessary to eliminate and deficiencies of topsoil as
indicated in analysis to the following proportions: nitrogen 10%, phosphoric
acid 6%, soluble potash 4%.

After final acceptance, provide warranty, in writing from
Subcontractor that lawn areas will be good, vigorous and thriving
condition for a 1 year period. Replace seeding and sod not in
good, vigorous growth after 1 year at no additional cost to Owner.
Subcontractor shall be responsible to inform and instruct Owner
on means by which lawn should be maintained after
MAINTENANCE PERIOD; Subcontractor shall have free access
to site during WARRANTY PERIOD to assure himself that the
Owner is providing proper lawn care.

INSPECTION AND ACCEPTANCE
A.

Inspection: Inspection of work will be made by Landscape
Architect at conclusion of maintenance period to determine if
proper completion and maintenance has been effected.
Sub-contractor shall give written notice to Architect requesting
such inspection at least ten days prior to anticipated date.
Condition of work will be noted and determination made by
Landscape Architect whether maintenance shall continue.
Acceptance: After inspection, Subcontractor will be notified in
writing by Landscape Architect of acceptance of work, or if there
are any deficiencies or requirement s for completion of work.
Maintenance or other work remaining to be done shall be subject
to re-inspection prior to final acceptance.

SOD
A.

Certified field cultivated grass sod; of type indicated on Plant List or on
Drawings; with strong fibrous root system; free from stones and burned or
bare spots.

GUARANTEE & GUARANTEE PERIOD
A.
B.

E.
F.

Guarantee Period commences after final acceptance.
Plant materials shall be guaranteed for two growing seasons from date of
acceptance by the owner or his representative. The trees are to be alive
and in satisfactory growing condition as determined by the owner or his
representative during final inspection at the end of the guarantee period
Replacement will be made according to these same specifications and
during the normal planting period. Replacements shall be subject to the
same guarantee and replacement as the original material. The
replacements shall be made within 60 days following written notification
from the owner or his representative.
In the event of questions regarding the condition and satisfactory
establishment of a rejected plant, the contractor may, if approved by the
owner, allow such a plant to remain through another growing season at
which time the rejected plant, if found to be dead or in an unhealthy or badly
impaired condition, shall be replaced.
The contractor is not responsible for theft or damage to plants by
non-contractor vehicles or vandalism once plants are installed and
approved.
Remove all guys and stakes from trees after one year.

ACCESSORIES
A.
B.
C.
D.
E.
F.

NTS

Mulching Material: Oat or wheat straw, reasonably free from weeds, foreign
matter detrimental to plant life, and in dry condition. Hay or chopped
cornstalks is not acceptable.
Mulching Material / Tack Coat: Wood or wood cellulose fiber, free of growth
or germination inhibiting ingredients.
Weed Killer: "Weed B Gone" or equal.
Establishment Blanket: Uniform, open weave jute matting.
Wooden Pegs: Of sufficient size and length to ensure satisfactory
anchorage of sod on slope in excess of 2:1.
Water: Clean, fresh and free of substances or matter which would inhibit
vigorous growth of grass.

PREPARATION
A.
B.
C.
D.

Protect existing underground improvements from damage.
Remove foreign materials, plants, roots, stones and debris from site. DO
NOT BURY FOREIGN MATERIAL.
Remove contaminated subsoil in adherence to State and Federal
Regulations.
Cultivate area to receive subsoil to depth of 3 inches. Repeat cultivation in
areas where equipment has compacted subgrade.

SPREADING TOPSOIL
A.
B.
C.
D.
E.

PLANTING PROCEDURES FOR TREES AND SHRUBS

F.
G.

PREPARATION OF PLANTING AREAS
A.

EXISTING CONDITIONS

All planting holes shall be excavated through the mulch with hand trowel or
shovel.
Before planting, biodegradable pots and non-biodegradable pots shall be
removed.
The perennials shall be planted as follows:
1. Roots of the plant shall be surrounded by soil below the mulch. The
plants shall be set so that the top of the root system is even with
existing soil grade.
2. At and equal distance apart (plans and specifications specify the
distance on center, (O.C.) for the perennials.
The entire bed shall be edged per detail.
Treat the mulched and planted perennial bed with soil applied,
pre-emergent herbicide appropriate for use with the plant material specified.
The entire perennial bed shall be thoroughly watered to a depth of 6-8".

WARRANTY

Deliver fertilizer in waterproof bags showing weight, chemical analysis and
name of manufacturer.

PLANTING PROCEDURE FOR GROUNDCOVERS, PERENNIALS AND
ANNUALS

Restore all surfaces, pavement, concrete, grassed areas, planted
areas and structures damaged during execution or work related to
this section.

Scale:

TREE PLANTING

C 601

Spread topsoil to minimum depth of 6 inches over area to be sodded or
seeded. Place during dry weather, and on dry, unfrozen subgrade.
Cultivate topsoil to a minimum depth of 6 inches with mechanical tiller.
Cultivate inaccessible areas by hand.
Remove from site ANY FOREIGN MATERIALS collected during cultivation
in adherence to State and Federal Regulations.
Amend soil with Limestone, Fertilizer, or Sand according to results of soil
testing.
Grade to eliminate rough spots and low areas where ponding may occur.
Maintain smooth, uniform grade.
Assure positive drainage away from buildings.
Finish grade after placement of topsoil shall be even and sufficiently firm to
prevent irregular settling when irrigations is applied.

CUTTING SOD
A.

Cut sod using an approved method, in accordance with local governing
American Sod Producers Association. Cut sod in pieces not exceeding 1
square yard, with minimum 12" width and maximum 1 inch thick soil portion.

APPLY FERTILIZER AND LIMESTONE IN QUANTITIES REQUIRED BY SOIL
ANALYSIS
A.
B.

Apply ground limestone at rate of 50 lbs. per 1,000 sq.ft. unless soil tests or
Landscape Architect indicates otherwise.
Apply after fine grading and mix thoroughly into upper 4 inches of topsoil.

LAYING SOD
A.
B.
C.
D.
E.

Lay sod as soon as possible after delivery to prevent deterioration.
Lay sod closely knit together with no open joints visible and pieces not
overlapped. Lay smooth and flush with adjoining grass areas paving and top
surfaces of curbs.
On slopes, staple outside edges at 36 inch intervals
Lightly dress slopes with topsoil to ensure close contact between sod and
soil.
Immediately after sodding, the area shall be rolled with a roller not to
exceed 120 lbs. to remove minor irregularities.

9954 North Main St., Unit #1, Berlin, MD 21811
Ph. 410-352-3874 • www.vistadesigninc.com

DELIVERY, STORAGE AND HANDLING

RESTORATION

09/11/26

Planting base is undisturbed. Soil to
support root ball. Finish Grade.

Tree Support Method
2 guy wires (2 strand wire)
3 guy wires (2 strand wire)
4 guy wires (4 strand wire)

Testing of topsoil when required, will be performed by an independent
testing laboratory appointed and paid for by the owner. Testing will be
performed to ascertain N, P, K, Mg, soluble salt contents, organic matter
content and pH value.
Submit minimum 10 oz sample of topsoil proposed to be used. Forward
sample to appointed testing laboratory in sealed containers to prevent
contamination.

Date:

Scarified subgrade. Remove all
pavement and construction debris
from planting pit

Tree Caliper
1 - 3 inches
3 - 6 inches
over 6 inches

WORCESTER COUNTY, MARYLND

Existing Grade.

QUALITY ASSURANCE

Architects • Engineers • Environmental Scientists
Landscape Architects • Land Planning Consultants • Surveyors

RotoTill 15" Deep ring around tree.
Amend as specified.

C.
D.

All trees to be staked and guyed within 48 hours of planting.
Methods and materials for staking and guying are illustrated in individual
planting details.
Neatly flag all guy wires with rot resistant yellow tree marking ribbon.
Staking may not be required dependent on plant location as directed by
landscape architect.
Brace plants upright in position by guy wires and rubber hose protection and
stakes:

WEST OCEAN CITY

Finish Grade

A.
B.

NORTH

EJF REAL ESTATE, LLC
TM 26 PARCEL 123

5x Dia of Root Ball

STAKING AND GUYING

PRODUCTS
Mulch:
Material shall be well aged, finely shredded hardwood bark, dark brown in
color, or approved equal. Material shall be mulching grade: uniform in size
and free of foreign matter and weed seeds.
Leaf Mold:
Composted for one year. Composed of leaves from mixed hardwoods.
Sewerage Sludge:
Composted wood mulch containing organic matter. Obtained from Sewer
Treatment Plant.
Soil Mix:
A thorough mixture of 1 part Leaf Mold to 3 parts topsoil & mycorrhizal
fungi at specified rate by manufacturer.
Anti-desiccant:
"Wilt-Pruf" NCF as manufactured by Nursery Specialty Products of New
York or approved equal.
Pre-emergence Weed Killer:
shall be Treflan or approved equivalent.
Transit Trunk Guard:
waxed corrugated cardboard or approved equal.
Guying Materials:
Double reinforced rubber hose and 10 gauge metal wire.
Mycorrhizal Fungi:
Broadcast type product, use as an inoculant for trees, shrubs, ground
covers, perennials, and turf.
MYCORTREE
Plant Health Care Inc.
440 William Pitt Way
Pittsburgh, PA 15233
1-800-421-9051
Or equivalent.

FS-0-F-241 - Fertilizers, Mixed, commercial
ASPA (American Sod Producers Association) - Guideline Specifications to
Sodding

D E S I G N, I NC.

2"x2" hardwood stakes 6'-8' min., 2'
above ground, min. 2 per tree, 120°
apart.

A.
B.

LS 090426.dwg

Orange flagging tied to wire.

File Name:

REFERENCES

Mow grass at regular intervals as required to maintain at a
maximum height of 2 12 inches. Do not cut more than 13 of the
grass blades at any one mowing. Neatly trim edges and hand clip
where necessary. Immediately remove clippings after mowing and
trimming.
Water when required and in sufficient quantities to prevent any
underlying soil from drying out.
Control growth of weeds. When using herbicides, apply in
accordance with manufacturer's recommendations. Remedy
damage resulting from negligent or improper use of herbicides.
Immediately repair or replace any areas which show deterioration
or bare spots.
Protect sodded areas with warning signs during maintenance
period.

LANDSCAPE PLAN
DETAILS & NOTES

Remove all twine, wire, rope and
burlap from the top 13 of rootball.
(Remove all non-organic twine, burlap
from the entire ball)

120

2/3 ht of Tree

Wind

Preparation of subgrade to receive topsoil.
Spreading topsoil, raking and leveling
Sod Placement
Maintaining seeded and sodded areas until acceptance

BAYSIDE JET DRIVE

Top of root ball shall be slightly higher
than surrounding finish grade

All planting beds shown on the plans shall be mulched with 4" of mulch over
entire area.
Before mulch is installed, apply pre-emergence weed killer and incorporate
into soil according to manufacturer's directions.
All surfaces to receive mulch shall be raked smooth and be free of all rocks,
debris and large bark pieces. Mulch shall not be mounded up around base
of tree.
Mulch shall be replenished within one year to eighteen months of initial
installation.

VV
ISTA

Transit trunk guards. Remove after
planting.

All landscaping shall be done in accordance with the Approved Landscape Plan.
All planting material shall conform to the latest edition of the American Standard
for Nursery Stock as published by the American Association of Nurserymen. All
trees shall be balled and burlapped, nursery-grown, not "collected stock".
All plants shall be nursery grown within a U.S.D.A. plant hardiness zone which
is the same as, or colder than, the zone in which the project is located.
Do not make substitutions: If specified material is unavailable, landscape
architect requires proof of non-availability and specifications for proposed
equivalent materials. Landscape architect will make final selection of
substitutions and will need to be approved by Worcester County
Size: Provide trees and shrubs of sizes shown or specified. Trees and shrubs
of larger size may be used if acceptable to the landscape architect.
Inspection: Landscape architect reserves the right to inspect trees and shrubs
before planting, either at place of growth or at site, compliance with
requirements of name, variety, size and quality. Landscape architect has right
to reject any plant material for any reason, including, but not limited to those
listed above. All rejected plant material shall be immediately removed from the
site.
All planting to be completed by November 15th; or as directed by the landscape
architect.

Project No.: 26-038

C.
#12 Gauge Wire Twisted with
Turnbuckles. Note: 3/16" braided wire
trees greater than 5" Cal.

LAWN AND GRASS PLANTING SPECIFICATIONS

REVISIONS

Remove hose covered attachments
after 1 12 years; Hose loop is double
the trunk, Dia., guys not taut

PLANTING SPECIFICATIONS

PROJECT DATA

No pruning except broken branches

PR
FO OG
R RE
C SS
O
N P
ST R
R INT
U
C /N
TI O
O T
N

N.T.S.

NOTE
A. Do not fertilize until late spring of 2nd year
following planting.
B. Planting soil mix & mulch specified. Mulch
shall be placed at a distance equal to the
width of the dripline.
C. On windy sites, 2 stakes shall be on the
prevailing wind side.

Sheet No.:

C 601

Page 41 of 58

Energy: COMcheck wattage
Air barrier design information
Building will be tested or air barrier compliance (see below 402.5.1.2/402.5.1.5)
If choosing the building envelope performance verification method, the design professional must document the air barrier
assembly on the construction documents.
The design professional or an approved agency to review air barrier for compliance.
Inspection of continuous air barrier components and assemblies during construction while the air barrier is accessible.
Final commissioning report as detailed in (3) below.
2021 International Energy Conservation Code
C402.5.1.2 Air barrier compliance.
A continuous air barrier for the opaque building envelope shall comply with the following:
Buildings or portions of buildings that do not complete air barrier testing shall meet the provisions of Section C402.5.1.3 or
C402.5.1.4 in addition to C402.5.1.5
C402.5.1.5 Building envelope performance verification
The installation of the continuous air barrier shall be verified by a registered design professional or agency in accordance
with the following:
1. A review of the construction documents and other supporting data shall be conducted to assess
compliance with the requirements of Section C402.5.1.
2. Inspection of continuous air barrier components and assemblies shall be conducted during construction
while the air barrier is still accessible for inspection and repair to verify compliance with the requirements of Sections
C402.5.1.3 and C402.5.1.4.
3. A final commissioning report shall be provided for inspections completed by the registered design
professional or approved agency. The commissioning report shall be provided to the building owner or the owners
authorized agent and the code official. The report shall identify the deficiencies found during the review of the construction
documents and inspection and details of corrective measures taken.

CONSTRUCTION CLASSIFICATION:
Type V-B Construction, Non-sprinklered
ALLOWABLE AREA, HEIGHT & STORIES (503):
Type V-B, Group S1: 9,000 SQ FT, 40'-0", 1 Stories
PROPOSED AREA, HEIGHT & STORIES (503):
8000 SQ FT, 30'-0"±, 1 Story Per bldg,
PROPOSED FLOOR AREA & OCCUPANT LOAD (1004.2):
Footprint: 8000 Gross Square Feet
Ground floor Group F1 (8,000 GSF)
Occupancy for Area = 49 occupants
FIRE RATING PER (TABLE 601):
Type V-B Construction
Structural frame Including columns, girders, trusses shall be 0-hour.
Bearing walls Exterior 0-hour
Nonbearing walls & partitions interior shall be 0-hours.
Roof construction including supporting beams & joists shall be 0-hour.
CONCEALED INSTALLATION (SECTION 720.2)
Insulating materials, where concealed as installed in buildings of any type of construction,
shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 450.
EXPOSED INSTALLATION (SECTION 720.3)
Insulating materials, where exposed as installed in buildings of any type of construction,
shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 450.
INTERIOR FINISHES WALLS, CEILINGS (TABLE 803.9):
Group S-1, Non-sprinklered
Vertical exits & passageways - Class B
Exit access corridors and exitways - Class B
Rooms or enclosed spaces - Class C
INTERIOR FLOOR FINISHES (804):
Floor finishes shall comply with the requirements section 804.
IBC SECTION 1006.2.1
TABLE 1006.2.1

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

1705.11.3 Wind-resisting Components
Periodic special inspection is required for fastening of the following system and components:
1. Roof Covering, roof deck and roof framing connections.
2. Exterior wall covering and wall connections to roof and floor diaphragms and framing.

CODE REFERENCE:
International Building Code, 2021 Edition
NFPA Life Safety Code, 2024 Edition
ICC/ANSI A117.1-2017

Occupancy
Max Occupant Load for One Exit Common Path (Not Sprinklered, OL ≤ 30) Common Path (Not Sprinklered, OL > 30) Common Path (Sprinklered)
Group B (Business) 49
100 ft
75 ft
100 ft
Group F-1 (Factory 49
75 ft
75 ft
100 ft
Industrial )

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

BAYSIDE JET DRIVE
BUILDING A

DATE:
10/15/2026
AS NOTED

SHEET:

Page 42 of 58

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

PERSPECTIVE VIEWS

DATE:

10/15/2026
AS NOTED

SHEET:

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

Page 43 of 58

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

Exterior Elevation Front
1/4" Scale

Exterior Elevation Rear
1/4" Scale

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

16'

30'
14'-0 1/4"

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

7/12

DATE:

10/15/2026
AS NOTED

SHEET:

Page 44 of 58

30'

Exterior Elevation Right
1/4" Scale

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

4/12

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

16'

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

4/12

Exterior Elevation Left
1/4" Scale

DATE:

10/15/2026
AS NOTED

SHEET:

Page 45 of 58

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

BOTTOM OF FOOTING IS 48" BELOW GRADE
1 3/4" X 11 7/8" LVL TRUSS CARRIER EACH SIDE
ATTACH CARRIER WITH (6) FL412
AND (12) 12d NAILS

36" X 12" DEEP FOOTINGS
ON EVE SIDES OF BUILDING

100'
12'-7 1/2"

2'-4 1/2"
12'-7 1/2"

8'-1 1/2"

12'-7 1/2"

2'-4 1/2"
12'-7 1/2"

12'-7 1/2"

3'-3 3/4"

2'-4 1/2"

TRUSS BEARS ON NOTCHED POST
WHERE APPLICABLE

(4) 2" x 8" POSTS (TYPICAL)

(3) 1 3/4" X 11 7/8" LVL DOOR HEADERS (TYPICAL)
ATTACH HEADER WITH (4) FL412 AND (8) 12d NAILS

R15 3" RIGID INSULATION
UNDER SLAB AROUND PERIMETER

TRUSSES 48" O.C.

24" X 12" DEEP FOOTING ON
GABLE SIDES OF BUILDING

DOUBLE TRUSS AT GABLE WALLS
(1) ONE ON INSIDE
(1) ONE ON OUTSIDE

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

DOUBLE TRUSS AT GABLE WALLS
(1) ONE ON INSIDE
(1) ONE ON OUTSIDE

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

80'

4" REINFORCED CONCRETE SLAB 3500 P.S.I. MIX
6" W.W. MESH OVER 10 MILL POLY OVER
COMPACTED SUBGRADE

1 3/4" X 11 7/8" LVL TRUSS CARRIER EACH SIDE

LINE OF GABLE TRUSS
24" DIA. FOOTING

DATE:
4'-1"

8'-5"

2'-3"

7'-9"

FOUNDATION
1/4" SCALE

2'-3"

8'-5"

4'-1"

10/15/2026
AS NOTED

SHEET:

Page 46 of 58

COMBINATION LED EXIT/EMERGENCY LIGHT
TAMLITE SLX3RWEM OR EQUAL
WHITE THERMOPLASTIC, WALL MOUNT
BATTERY BACKUP, TEST SWITCH

EMERGENCY EXIT/LIGHT COMBINATION (TYPICAL)

LED THERMOPLASTIC EMERGENCY LIGHT UNIT
TAMLITE ESLR-3 OR EQUAL
WHITE THERMOPLASTIC, WALL MOUNT
BATTERY BACKUP, TEST SWITCH

LED EXIT LIGHT
TAMLITE TXP-3 OR EQUAL
WHITE THERMOPLASTIC

FIRE EXIT DOOR (90 MIN)
WITH FIRE EXIT HARDWARE
AND SELF CLOSING HARDWARE
WITH LEVER HARDWARE

FIRE EXTINGUISHER
2A. 10B-C MOUNTED 48" TO TOP

S/CO

LEVER HARDWARE

R12 INSULATION VALUE
AJ-5100 SERIES DOOR

SMOKE/CARBON MONOXIDE DETECTOR

9'-7 1/2"

15'

10'-4 1/2"

2 HOUR RATED WALL
U 301

10'-4 1/2"

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

LED EXTERIOR REMOTE HEAD
TAMLITE ESRH1-WP6V7 OR EQUAL
WHITE THERMOPLASTIC, WALL MOUNT

15'

9'-7 1/2"

4'-2"

120140

3068

120140

GARAGE DOORS TO BE
R-17 R VALUE

3068

120140

27'-1 1/2"

SHOP
16FT. C.H.

40'-3 1/4"

38'-10"

98'-6 1/2"

3068

1'-6"

8'-10"

3068

7050FX

7070

PARTS DEPT.
16FT. C.H.

SHOWROOM

COUNTER ON HALF WALL

7070

38'-10"

25'

9'-2"

16FT. C.H.

28'-4 3/4"

AWNING ROOF

61'-1 3/4"
7050FX
8'-5"

7050FX
8'-5"

7050FX

B
6080MU

8'-5"

6'-4"

3'-10"

6'-2"

10'
40'

7050FX
8'-5"

4'-1"

DATE:

3080MU

7050FX
8'-5"

4'-1"

10'-3 1/2"

7050FX

PARTS DEPT.
20'

1'-4"

9'-2"

48" OPENING

80'

TRMT.

GRAB BARS (SEE DETAIL THIS PAGE)

AWNING ROOF

27'-11 1/2"

3068

7'-7 1/4"

TANK

2668

1'-4"

80'

4'-9 1/4"

MECH

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

3068

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

10'-7 3/4"

140140

3'-10"

AWNING ROOF

6'-4"

10/15/2026
8'-5"

8'-5"

10'
20'

8'-5"

AS NOTED

40'

100'

PLAN VIEW
3/16" Scale

SHEET:

Page 47 of 58

36'

27'-8 1/2"

35'-9"

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

64'

NO MORE THAN 3000 SQ. FT.
ALLOWED WITHOUT DRAFT STOP WALL
SEPARATION.

DRAFT STOP WALLS
1 LAYER OF 5/8" DRYWALL
EACH SIDE

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

78'-10 1/4"

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

WALLS TO LINE UP WITH
TRUSS THAT LANDS ON
NOTCHED POST

DATE:
10/15/2026

ATTIC/DRAFT STOP WALLS
3/16" SCALE

AS NOTED

SHEET:

Page 48 of 58

COMBINATION LED EXIT/EMERGENCY LIGHT
TAMLITE SLX3RWEM OR EQUAL
WHITE THERMOPLASTIC, WALL MOUNT
BATTERY BACKUP, TEST SWITCH

2FT. FLAT PANEL

6" LED WAFER RECESS

LED THERMOPLASTIC EMERGENCY LIGHT UNIT
TAMLITE ESLR-3 OR EQUAL
WHITE THERMOPLASTIC, WALL MOUNT
BATTERY BACKUP, TEST SWITCH

FAN LIGHT
LARGE WALL PACK

LED EXTERIOR REMOTE HEAD
TAMLITE ESRH1-WP6V7 OR EQUAL
WHITE THERMOPLASTIC, WALL MOUNT

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

220 OULET

LED EXIT LIGHT
TAMLITE TXP-3 OR EQUAL
WHITE THERMOPLASTIC

110 OUTLET

FIRE EXTINGUISHER
2A. 10B-C MOUNTED 48" TO TOP

220 OUTLET FOR WELDER
UFO

150 WATT UFO HIGH BAY FIXTURE

WATER HEATER

DOOR OPENER
NIGHT LIGHT

HOSE BIB

HB
DO

GARAGE DOOR R-17 VALUE

PP1 #12

PP1 #10

UFO

PP1 #14

DUCT LINE

PP2 #19

GFCI WP

UFO

2'-6"

UFO

UNIT 1
ATTIC UNIT 1

UNIT 2

PP1#17

UNIT 3

PP2#10

UFO

PP2 #2

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

PP1#2

PP1#5

PP2 #9

TANK

PP1 #18
GFCI

TREATMENT

PP1 #18
GFCI

PP2 #5

UFO

UFO
UFO

UFO

2'-6"
DUCT LINE
UFO

UFO

2'-6"

UFO

ATTIC UNIT 3
UFO

PP1#20

UFO

ATTIC UNIT 2

PP1#6
UFO

DUCT LINE
UFO

PP2 #17

UFO

PP2#3

UFO

PP1 #9

PP2 #6

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

PP1#1

ELEC. PANEL
UFO

380 AMP SERVICE

UFO

ELEC. PANEL

PP2 #7

100'-0 1/2"

DATE:
HB

10/15/2026

PP2 #8
R6

ELECTRICAL/HVAC
SCALE 3/16"

SIGNAGE LIGHT CIRCUIT
ABOVE FRONT DOOR

AS NOTED

SHEET:

Page 49 of 58

NOTES:
1

All lumber used as structural framing shall be SPF No.1/No.2 or better, having an Fb=875psi as defined in the latest edition of “National
Design Specification” published by National Forest & Paper Association.

All exterior steel bolts, straps and clips shall be hot dipped galvanized.
Hanger References are for Simpson Strong Tie Connectors.
Connectors in contact with contact with pressure treated wood or exposed conditions should be Simpson Z-MAX series.

All double and triple LVL’s shall be spiked together before loading, using nails as recommended by the manufacturer or as
noted on the drawings. Minimum requirements:
2 rows 6 3/4” Trusslok screws @ 16” centers
2 rows 3 3/8” Trusslok screws @ 16” centers
3 rows 10d common nails @ 12” centers

2" X 4" PULINS 24" O.C.

Lintel schedule unless noted on the drawings

2 x 4 walls
4’-0”
6’-0”
2-2”x10”
>6’-0” 2-2”x12”

2-2”x8”
with 1 layer of ½”plywood.
with 1 layer of ½” plywood
with 1 layer of ½” plywood

28 GA. METAL

14" RAISED
ENERGY HEAL

Structural steel W shapes
shall conform to ASTM A992
Plates
shall conform to ASTM A36
Bolts
to be ASTM A325N.
Fabrication and connections to be in accordance with AISC Specifications

H10 TIE EACH TRUSS

5
Engineered roof and floor trusses are to be installed and stiffened in accordance with the manufacturer’s written
instructions and specifications.

Non-load bearing walls should not be attached directly to the trusses. Expansion clips or similar should be
used to allow vertical movement of the trusses caused by climatic changes.
Dry wall should be attached as recommended by the Gypsum Association.
6

Double joists are required under all walls running parallel to joist system

SEE ATTACHMENT DETAIL

7
All posts and columns within the house shall be placed directly over foundations or beams below and shall
align with posts of lower floors. Posts shall rest on solid timber between floor joists or extend through floors to beams
below. Timber below posts shall be at least as large as the cross section as the post above. When using built up
posts, select lumber that minimizes the number of knots, and avoid knots in the same locations. Use cement coated
nails when joining members of built up posts.
8

FIRE BLOCK TOP OF HEADER
1 3/4" X 11 7/8" LVL TRUSS CARRIER

(4) PLY 2" X 8" POSTS

1" CLOSED CELL INSULATION

U301 2 HOUR RATED WALL

2" X 4" PULINS 24" O.C.
METAL WALL LINER
FIRE BLOCK AT 8FT.

28 GA METAL

Concrete compressive strength at 28 days shall be minimum 3500 psi
Concrete shall not be placed in water or on frozen ground.
Reinforcing bars shall conform to ASTM A615 Grade 60
Welded wire fabric shall conform to ASTM A185 and be provided in flat sheets.
Grade slabs shall be reinforced using 6x6 W 1.4 x W 1.4 WWF.
Reinforcing shall be supported and located 1” from the top of slab.

FIRE BLOCK VERTICAL
AT POSTS WITH ROCK WOOL INSULATION OR EQUAL

TYVEK WRAP

9
Foundations design is based on shallow spread footings bearing on suitable natural soil, with a minimum bearing
capacity of not less than 2000 PSF Contractor is advised to have a geotechnical engineer verify bearing capacity prior to
pouring concrete.

R-21 INSULATION

3" RIGID INSULATION TURNED UP AT OUTER EDGE OF SLAB

2" X 8" P.T. SKIRT BOARD

4" SLAB

R-15 3" RIGID INSULATION UNDER SLAB PERIMETER 4FT. IN WIDTH

Masonry construction shall conform to ACI 530.1
All concrete masonry units shall be ASTM C90 Grade N Type 1
Mortar shall conform to ASTM C270 Type M or S
Where indicated, grout cores solid with a high slump mix in accordance with ASTM C476 having a minimum
compressive strength of 3000 psi
Masonry walls over 5 courses high are to be reinforced horizontally at each 4th courses using “Dur-o-wall” or similar
approved.
11

24" O.H.

METAL CEILING LINER

R-49 INSULATION
APPROVED DRAFT STOP BARRIER
UNDER CEILING LINER

4'
FILL HOLES WITH CONCRETE
P.T. UPLIFT BLOCK

DESIGN CODE – International Residential Code 2021

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

3-2”x8”
with 2 layers of ½”plywood.
with 2 layers of ½” plywood
with 2 layers of ½” plywood

16'

2 x 6 walls
4’-0”
6’-0”
3-2”x10”
>6’-0” 3-2”x12”

4/12

SECTION 1
1/4" Scale

36" X 12" DEEP FOOTING

Exterior shear walls are designed as “Type II” in accordance with the requirements of the American
Forest & Paper Association, Wood Frame Construction Manual.
Exterior shear walls are to be sheathed using 7/16” wood structural panels on the exterior attached
With 8d common nails at 6” centers and 12” centers on internal framing.
Roof sheathing to be 19/32” structural plywood attached with 8d x 2” common nails at 4” centers at
panel edges, and 12” centers at intermediate supports.

Floor 40 PSF 15 PSF
Roof 20 PSF 15 PSF
Deck 40 PSF 15 PSF
At that location:
Snow Load = 20 PSF
Wind Load = 125 MPH

FIRE BLOCK TOP
OF HEADER

APPROVED DRAFT STOP
BARRIER UNDER CEILING LINER

R-21 INSULATION
FIRE BLOCK VERTICAL
AT POSTS WITH ROCK WOOL INSULATION OR EQUAL
FIRE BLOCK AT 8FT.
1 3/4" X 11 7/8" LVL

1 3/4" X 11 7/8" LVL

CLOSED CELL FOAM INSULATION
TYVEK VAPOR BARRIER

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

4-PLY LVL
3 PLY LVL –
2 PLY LVL –

TRUSS 48" O.C.

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

METAL WALL LINER
(6)

R-15 3" RIGID INSULATION TURNED UP AT OUTER EDGE OF SLAB

3 @ 3 AT THE SPLICE FOR 11 7/8" LVL CARRIES.
6 FLATLOKS AT THE 14" CARRIER AT GARAGE DOORS

(6) FLATLOKS
48"

R-15 3" RIGID INSULATION UNDER SLAB

FILL AROUND POLES WITH CONCRETE

DATE:
10/15/2026
AS NOTED

SHEET:

CONNECTION DETAIL

Air Barrier

Page 50 of 58

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

Ada diagrams

DATE:

10/15/2026
AS NOTED

SHEET:

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING A

REVISION TABLE
NUMBER DATE
REVISED BY DESCRIPTION

Page 51 of 58

CODE REFERENCE:
International Building Code, 2021 Edition
NFPA Life Safety Code, 2024 Edition
ICC/ANSI A117.1-2017

CONSTRUCTION CLASSIFICATION:
Type V-B Construction, Non-sprinklered

ALLOWABLE AREA, HEIGHT & STORIES (503):
Type V-B, Group S1: 8,960 SQ FT, 30'-0", 1 Story
FIRE RATING PER (TABLE 601):
Type V-B Construction
Structural frame Including columns, girders, trusses shall be 0-hour.
Bearing walls Exterior 0-hour
Nonbearing walls & partitions interior shall be 0-hours.
Roof construction including supporting beams & joists shall be 0-hour.
FIRE RESISTANCE RATING EXTERIOR WALLS (TABLE 602):
Type V-B Construction, Group S1
All walls to be greater than 5' from property line
Exterior wall fire separation distance P 5' < 10' shall be 1-hour.
Exterior wall fire separation distance < 10' < 30' shall be 0-hour.
CONCEALED INSTALLATION (SECTION 720.2)
Insulating materials, where concealed as installed in buildings of any type of construction,
shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 450.
EXPOSED INSTALLATION (SECTION 720.3)
Insulating materials, where exposed as installed in buildings of any type of construction,
shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 450.
INTERIOR FINISHES WALLS, CEILINGS (TABLE 803.9):
Group S-1, Non-sprinklered
Vertical exits & passageways - Class B
Exit access corridors and exitways - Class B
INTERIOR FLOOR FINISHES (804):
Floor finishes shall comply with the requirements section 804.
IBC SECTION 1006.2.1
TABLE 1006.2.1

Occupancy

Max Occupant Load for One Exit Common Path (Not Sprinklered, OL ≤ 30) Common Path (Not Sprinklered, OL > 30) Common Path (Sprinklered)
t
Group S-1 (Moderate-Hazard Storage) 29
100 ft
75 ft
100 ft

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING B

BAYSIDE JET DRIVE BUILDING B

DATE:
10/15/2026
AS NOTED

SHEET:

Page 52 of 58

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING B

PERSPECTIVE VIEWS

DATE:

10/15/2026
AS NOTED

SHEET:

Page 53 of 58

30'

28 GA METAL

16'

3FT. OVERHANG

REAR ELEVATION
3/16" SCALE

4/12

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING B

FRONT ELEVATION
3/16" SCALE

DATE:
10/15/2026
AS NOTED

SHEET:

LEFT ELEVATION
3/16" SCALE

RIGHT ELEVATION
3/16" SCALE

Page 54 of 58

36" x 12" DEEP FOOTING
ON EVE SIDES OF BUILDING

112'
8'

2'-1 1/2"

1 3/4" X 11 7/8" TRUSS CARRIER EACH SIDE
EAVE SIDES OF BUILDING
ATTACH CARRIER WITH (6) FL412 AND (12) 12d NAILS

(4) 2" X 8" POSTS (TYPICAL)
8'-5"

TRUSS BEARS ON NOTCH POST (TYPICAL)

8'-5"

3" RIGID INSULATION UNDER SLAB PERIMETER

TRUSS 48" O.C.

24" X 12" DEEP FOOTING
ON GABLE ENDS OF BUILDING

8'-5"

DOUBLE GABLE TRUSS
(1) ON INTERIOR OF POST
(1) ON EXTERIOR OF POST

80'

8'-5"

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

8'-5"

79'-9"

8'-5"

1 3/4" X 11 7/8" TRUSS CARRIER EACH SIDE
EAVE SIDES OF BUILDING
ATTACH CARRIER WITH (6) FL412 AND (12) 12d NAILS

DATE:

7'-9"

ATTACH HEADERS WITH (4) FL412 AND (8) 12d NAILS
1 3/4" X 11 7/8" DOOR HEADERS
3'-0 3/4"

14'-7 1/2"

1 3/4" X 11 7/8" DOOR HEADERS
3'-7 1/2"

14'-7 1/2"

1 3/4" X 11 7/8" DOOR HEADERS
3'-7 1/2"

14'-7 1/2"

1 3/4" X 11 7/8" DOOR HEADERS
3'-7 1/2"

14'-7 1/2"

1 3/4" X 11 7/8" DOOR HEADERS
3'-7 1/2"

14'-7 1/2"

2'-1 1/2"

80'

4" REINFORCED CONCRETE SLAB 3500 P.S.I. MIX
6" W.W. MESH OVER 10 MILL POLY OVER
COMPACTED SUBGRADE

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING B

8'-5"

DOUBLE GABLE TRUSS
(1) ON INTERIOR OF POST
(1) ON EXTERIOR OF POST

1 3/4" X 11 7/8" DOOR HEADERS
3'-7 1/2"

14'-7 1/2"

3'-0 3/4"

10/15/2026
AS NOTED

111'-9"
112'

FOUNDATION/FRAMING
3/16" SCALE

SHEET:

Page 55 of 58

5'-2 1/4"

7050FX

8'-5"

7050FX

8'-5"

140140

10'-4 1/2"
140140

18'-3"
140140

18'-3"
18'-3"

PLAN VIEW
3/16" SCALE

8'-5"

16FT. CEILING HT.

140140
140140

18'-3"
18'-3"
10'-4 1/2"
80'

7050FX

8'-5"

7050FX

8'-5"

7050FX

8'-5"

7050FX

6'-4"

3068

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING B

8'-5"

104'-10"

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

8'-11 1/2"

74'-9 3/4"

3'-7"

6014FX

GARAGE DOORS TO
BE 13.45 R VALUE

5'-9 1/2"

6068

3068

80'

112'
3'-7"

3068
3'

LINE OF OVERHANG

140140

DATE:

10/15/2026

112'

AS NOTED

SHEET:

Page 56 of 58

36'-6"

37'-1 1/4"

36'-6"

NO MORE THAN 3000 SQ. FT. ATTIC ALLOWED
WITHOUT DRAFT STOP WALLS

79'

LOCATE DRAFT STOP WALLS OVER TRUSSES
AT POST LOCATIONS

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

2" X 4" WALL WITH
5/8" SHEETROCK BOTH SIDES
TO UNDERSIDE OF ROOF

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING B

2" X 4" WALL WITH
5/8" SHEETROCK BOTH SIDES
TO UNDERSIDE OF ROOF

DATE:
10/15/2026
AS NOTED

ATTIC PLAN
3/16" SCALE

SHEET:

Page 57 of 58

2FT. FLAT PANEL

COMBINATION LED EXIT/EMERGENCY LIGHT
TAMLITE SLX3RWEM OR EQUAL
WHITE THERMOPLASTIC, WALL MOUNT
BATTERY BACKUP, TEST SWITCH
LED THERMOPLASTIC EMERGENCY LIGHT UNIT
TAMLITE ESLR-3 OR EQUAL
WHITE THERMOPLASTIC, WALL MOUNT
BATTERY BACKUP, TEST SWITCH

EMERGENCY EXIT/LIGHT COMBINATION (TYPICAL)

NIGHT LIGHT
LARGE WALL PACK

LED EXTERIOR REMOTE HEAD
TAMLITE ESRH1-WP6V7 OR EQUAL
WHITE THERMOPLASTIC, WALL MOUNT

LEVER HARDWARE

LEVER HARDWARE
220 OULET

LED EXIT LIGHT
TAMLITE TXP-3 OR EQUAL
WHITE THERMOPLASTIC

EMERGENCY EXIT/LIGHT COMBINATION (TYPICAL)

6" LED WAFER RECESS

R12 INSULATION VALUE

110 OUTLET

AJ 5100 SERIES

FIRE EXTINGUISHER
2A. 10B-C MOUNTED 48" TO TOP
220 OUTLET FOR WELDER

A
UFO

150 WATT UFO HIGH BAY FIXTURE

WATER HEATER

DOOR OPENER

HOSE BIB

112'

3'-7"

380 AMP METER

PP1 #17 OUTDOOR UNIT 3

PP1 #1 OUTDOOR UNIT 1

PP1 #16

104'-10"

PP1 #2 OUTDOOR UNIT 2

GFCI WP

FE
FE

PP1 #10

6'-4"

2OO AMP PANEL
200 AMP PANEL
PP1 #14

8'-5"

PP1 #9

PP1 #11
UFO

UFO

PP1 #13
2'-6"

PP1 #21

21'-7 3/8"

29'-11 1/2"

DUCT LINE

74'-9 3/4"

ATTIC INDOOR UNIT 1

UFO

ATTIC INDOOR UNIT 2

ATTIC INDOOR UNIT 3

16FT. CEILING HT.
PP1 #6

PP1 #20

UFO

8'-5"

PP1 #5

8'-5"

UFO

Cross Section 1

UFO

DUCT LINE

8'-5"

DUCT LINE

25'-6"

UFO

8'-5"

PP1 #15

UFO

8'-11 1/2"

UFO

PP1 #11
PP1 #8
GARAGE DOORS TO
BE 13.45 R VALUE

FE
DO

5'-9 1/2"

5'-2 1/4"

DATE:
10/15/2026

PP1 #6

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

2'-6"
25'-6"

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING B

8'-5"

2'-6"

AS NOTED

ELECTRICAL/HVAC/FIRE MARSHAL PLAN
3/16" SCALE

SHEET:

Page 58 of 58

NOTES:
1

All double and triple LVL’s shall be spiked together before loading, using nails as recommended by the manufacturer or as
noted on the drawings. Minimum requirements:
4-PLY LVL
3 PLY LVL –
2 PLY LVL –

2 rows 6 3/4” Trusslok screws @ 16” centers
2 rows 3 3/8” Trusslok screws @ 16” centers
3 rows 10d common nails @ 12” centers

Lintel schedule unless noted on the drawings
2 x 6 walls
4’-0”
6’-0”
3-2”x10”
>6’-0” 3-2”x12”

3-2”x8”
with 2 layers of ½”plywood.
with 2 layers of ½” plywood
with 2 layers of ½” plywood

2 x 4 walls
4’-0”
6’-0”
2-2”x10”
>6’-0” 2-2”x12”

2-2”x8”
with 1 layer of ½”plywood.
with 1 layer of ½” plywood
with 1 layer of ½” plywood

Structural steel W shapes
shall conform to ASTM A992
Plates
shall conform to ASTM A36
Bolts
to be ASTM A325N.
Fabrication and connections to be in accordance with AISC Specifications

5
Engineered roof and floor trusses are to be installed and stiffened in accordance with the manufacturer’s written
instructions and specifications.

FIRE BLOCK TOP
OF HEADER

APPROVED DRAFT STOP
BARRIER UNDER CEILING LINER

Double joists are required under all walls running parallel to joist system

R-21 INSULATION
FIRE BLOCK VERTICAL
AT POSTS WITH ROCK WOOL INSULATION OR EQUAL
FIRE BLOCK AT 8FT.

CLOSED CELL FOAM INSULATION
TYVEK VAPOR BARRIER

METAL WALL LINER
3" RIGID INSULATION TURNED UP AT OUTER EDGE OF SLAB

FILL AROUND POLES WITH CONCRETE

DESIGN CODE – International Residential Code 2021
Exterior shear walls are designed as “Type II” in accordance with the requirements of the American
Forest & Paper Association, Wood Frame Construction Manual.
Exterior shear walls are to be sheathed using 7/16” wood structural panels on the exterior attached
With 8d common nails at 6” centers and 12” centers on internal framing.
Roof sheathing to be 19/32” structural plywood attached with 8d x 2” common nails at 4” centers at
panel edges, and 12” centers at intermediate supports.

TRUSS 48" O.C.

Floor 40 PSF 15 PSF
Roof 20 PSF 15 PSF
Deck 40 PSF 15 PSF

2" X 4" PULINS 24" O.C.

28 GA. METAL

AIR BARRIER DETAIL
NTS

DRAWINGS PROVIDED FOR:
BAYSIDE JET DRIVE
BUILDING B

4/12

At that location:
Snow Load = 20 PSF
Wind Load = 125 MPH

14" RAISED
ENERGY HEAL

H10 TIE EACH TRUSS

FIRE BLOCK TOP OF HEADER
SEE ATTACHMENT DETAIL

1 3/4" X 11 7/8" LVL TRUSS CARRIER

(4) PLY 2" X 8" POSTS

24" O.H.

METAL CEILING LINER

R-49 INSULATION
APPROVED DRAFT STOP BARRIER
UNDER CEILING LINER

1" CLOSED CELL INSULATION

2" X 4" PULINS 24" O.C.

16'

METAL WALL LINER
FIRE BLOCK AT 8FT.

28 GA METAL

FIRE BLOCK VERTICAL
AT POSTS WITH ROCK WOOL INSULATION OR EQUAL

TYVEK WRAP

R-21 INSULATION

3" RIGID INSULATION TURNED UP AT OUTER EDGE OF SLAB

2" X 8" P.T. SKIRT BOARD

DRAWINGS PROVIDED BY:
ATLANTIC DESIGN GROUP
246 CLAYTON AVE
FRANKFORD, DE 19945
302-462-6438

3" RIGID INSULATION UNDER SLAB

48"

4" SLAB

R-15 3" RIGID INSULATION UNDER SLAB PERIMETER 4FT. IN WIDTH
4'
FILL HOLES WITH CONCRETE
P.T. UPLIFT BLOCK

36" X 12" DEEP FOOTING

SECTION 1
1/4" SCALE
1 3/4" X 11 7/8" LVL

1 3/4" X 11 7/8" LVL

DATE:
(6)

3 @ 3 AT THE SPLICE FOR 11 7/8" LVL CARRIES.
6 FLATLOKS AT THE 14" CARRIER AT GARAGE DOORS

(6) FLATLOKS

10/15/2026
AS NOTED

CONNECTION DETAILS

SHEET:

Read the agenda documentPrimary source ↗

The government’s own published record — read it yourself, then decide what to do about it.

Add to your calendar.ics

Showing up is how towns win. Put it on the calendar before it slips.

How to speak at a meetingGuide →

Public comment is where cancellations start. Three minutes, plain words, your own story.

Data centers in Snow HillLocal report →

The facilities, the coverage, and the local record for this community.

Provenance

Where this record came from. Every source is listed, permanently.

Agenda Watch · Oct 30, 2026

Permanent ID DKT-2026-004798 — this record is never deleted.

Record history

Every change to this record, logged as it happened.

Oct 30, 2026 Filed on the Docket
Oct 30, 2026 Full document archived — public record

← The full Docket · every meeting, vote, and action on the permanent record · also in the National Record Index.

On the agenda: Snow Hill Planning Commission Packet 11.05.26 — data center (Nov 5)

The agenda, word for word

Provenance

Record history

More on the Docket in Maryland