Oxford Comp Shoreline Resilence project Plan Set.pdf

PDF 25 MB Posted Aug 24, 2026

Attached to: Oxford Comprehensive Shoreline Resilience Project
Solicitation number: BPM057753
Issued by: Talbot County, Maryland

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Written by GovTribe AI · Sep 10, 2026

Oxford Comprehensive Shoreline Resilience Project Plan Set

This is a project plan set for the Town of Oxford, Maryland, detailing the design and specifications for the Oxford Comprehensive Shoreline Resilience Project. The project involves renovation of the Strand roadway and beach access parking lot with construction of drainage features. The plan set provides the technical drawings, specifications, and requirements that qualified contractors must follow when submitting bids for the project. Bidders must obtain complete bid documents from the Town Manager, Holly Wahl, via email at oxfordmanager@oxfordmd.gov or by telephone at (410) 226-5122 during normal business hours, or through the Town's Bids page at www.oxfordmd.gov. The project scope includes site-specific improvements designed to enhance shoreline resilience and stormwater management through comprehensive drainage infrastructure improvements integrated with roadway and parking lot renovation.

The project is funded through Maryland Department of the Environment (MDE) grant funding, which establishes the financial parameters for the work. The plan set establishes the baseline design specifications and technical requirements that will govern contractor pricing and scope of work. Qualified contractors are invited to submit competitive bids conforming to all requirements outlined in the complete bid documents. The project represents a municipal infrastructure initiative focused on resilience improvements and environmental stewardship through enhanced stormwater management and coastal access improvements.

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Other files

File	Type	Posted
RFP_Oxford Comp Shoreline Resilience Project 260619.pdf	PDF	Aug 24, 2026
RFP_Oxford Comp Shoreline Resilience Project with Addenda.pdf	PDF	Aug 24, 2026

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1.5

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SUBMERGED GRAVEL WETLAND,

REF LANDSCAPE PLAN FOR

PLANTINGS AND DETAILS FOR

GRAVEL/SOIL MIX

STOCKPILE

AREA

ADA COMPLIANT

BEACH MAT

PROP. TOPSOIL INSTALLED ON

TOP OF FILL

EX. WATER METERS

EX. FENCE

EX. SEWER MANHOLE

EX. FENCE

EX. GRASS

AREA

EX. PAVED PKG LOT ACCESS DRIVE

EX. GRASS ROAD EDGE

EX. BULKHEAD

EX. DRAINAGE PIPE

EX. TREE TO REMAIN

NO ROOTS LARGER THAN 1"

CAN BE CUT DURING EXCAVATION

EX. TREE TO REMAIN

EXISTING VEGETATION

OUTLINE OF NUISANCE PONDING

EX. EDGE OF

GRAVEL LOT

EX. M

ARINA

ENTRANCE

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F P

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DGE O

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EX. EDGE OF PAVEMENT

EX. EDGE OF PAVEMENTEX. EDGE OF PAVEMENT

EX. EDGE OF PAVEM

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STR

PUBLIC

RIGHT-O

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STRAND STREET

PUBLIC RIGHT-OF-WAY

STRAND STREET

PUBLIC RIGHT-OF-WAY

STRAND STREET

PUBLIC RIGHT-OF-WAY

EX. EDGE OF PAVEMENT

EX. EDGE OF GRAVEL

. E

EX. GRAVEL LOTEX. TREE IN FAIR

CONDITION

TRED AVON RIVER

TOWN CREEK

CRZ

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX HYDRANT

TO REMAIN

03-28-23

"PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I

AM A DULY LICENSE PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

LICENSE NO. 21591, EXPIRATION DATE: 05/14/27"

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BYREVISION DESCRIPTION DATE * MESSICK GROUP INC. T/A MESSICK AND ASSOCIATES

7 OLD SOLOMONS ISLAND ROAD, SUITE 202

ANNAPOLIS, MARYLAND 21401

(410) 266-3212 * FAX (410) 266-3502

email: engr@messickandassociates.com

MESSICK & ASSOCIATES

CONSULTING ENGINEERS,

PLANNERS AND SURVEYORS

A M

OWNER:

COMMISSIONERS OF OXFORD

PO BOX 339

OXFORD, MD 21654

Oxford Comprehensive Shoreline Resilience Project

TOWN OF OXFORD

404 STRAND

OXFORD, MD 21654

TM: 400 GRID: OX PRCL: 664

THIRD ASSESSMENT DISTRICT

TAX ACCT: 03-127044

TALBOT COUNTY, MARYLAND 21654

ZONING: COMMERCIAL

NOT FOR

CONSTRUCTION

SHEET: 1 OF 12

COVER SHEET

TOWN OF OXFORD

REVIEWED FOR THE TALBOT SOIL CONSERVATION AND MEETS TECHNICAL REQUIREMENTS

APPROVED:

TALBOT SOIL CONSERVATION DISTRICT DATE

NOTE:THE TALBOT SOIL CONSERVATION DISTRICT RESERVES THE RIGHT TO ADD, DELETE, MODIFY, OR

OTHERWISE ALTER THE EROSION CONTROL PROVISIONS

OF THIS PLAN IN THE EVENT ADDITIONAL PROTECTION BECOMES NECESSARY.

DEVELOPERS CERTIFICATION

I, HEREBY CERTIFY THAT ALL THE DEVELOPMENT AND/OR CONSTRUCTION SHALL BE

DONE ACCORDING TO THIS PLAN OF EROSION AND SEDIMENT CONTROL.

SIGNATURE DATE

1. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTOR TO

NOTIFY THE ENGINEER OF ANY DEVIATION FROM THIS PLAN. ANY CHANGE MADE IN

THIS PLAN WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER WILL PLACE

RESPONSIBILITY FOR SAID CHANGE ON THE CONTRACTOR OR SUBCONTRACTOR.

2. ANY RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT WILL

HAVE A CERTIFICATE OF ATTENDANCE AT THE DEPARTMENT OF ENVIRONMENT APPROVED

TRAINING PROGRAM FOR THE CONTROL OF EROSION AND SEDIMENT BEFORE BEGINNING

THE PROJECT.

GENERAL CONSTRUCTION NOTES

1. SEDIMENT AND EROSION CONTROL DEVICES MAY NOT BE REMOVED WITHOUT PRIOR APPROVAL

FROM THE TALBOT COUNTY GRADING INSPECTOR.

2. ANY DISTURBED AREA SHALL BE STABILIZED AS SOON AS POSSIBLE BY PERMANENT OR

TEMPORARY MEANS.

3. ALL TEMPORARY STOCK PILES AND EXCESS MATERIAL SHALL BE REMOVED TO AN

APPROPRIATE SPOIL SITE. ALL BORROW MATERIAL SHALL BE OBTAINED FROM AN

APPROVED SITE.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTOR TO NOTIFY

THE ENGINEER OF ANY DEVIATION FROM THESE PLANS PRIOR TO ANY CHANGE BEING MADE.

ANY CHANGE IN THESE PLANS WITHOUT THE WRITTEN AUTHORIZATION FOR SAID CHANGE

FROM THE ENGINEER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR

SUBCONTRACTOR.

5. UTILITIES AS SHOWN ON THESE PLANS IS BASED ON PREVIOUS PLANS AND MAPS

RESEARCHED AS WELL AS UTILITIES VISUALLY NOTICEABLE IN THE FIELD. THE OWNERS

AND ENGINEER ASSUME NO RESPONSIBILITY FOR ACCURACY OR COMPLETENESS OF THE

INFORMATION SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND

PROTECTING ALL EXISTING SERVICES AND MAINS (PUBLIC OR PRIVATE). THE

CONTRACTOR SHALL OBTAIN THE SERVICES OF “MISS UTILITY” TO LOCATE ALL EXISTING

PUBLIC SERVICES AND MAINS AND A PRIVATE UTILITY LOCATOR TO LOCATE ALL EXISTING

PRIVATE SERVICES AND MAINS. THE CONTRACTOR SHALL TEST PIT PRIOR TO

CONSTRUCTION AT ALL PROPOSED CROSSINGS OR POINTS OF CONFLICT TO DETERMINE THE

EXACT TYPE, LOCATION, AND SIZE OF THE EXISTING SERVICES AND MAINS. DURING

CONSTRUCTION ALL EXISTING SERVICES AND MAINS SHALL BE CAREFULLY PROTECTED AND

ANY DAMAGE TO THEM CAUSED BY THE WORK SHALL BE IMMEDIATELY REPAIRED TO THE

SATISFACTION OF THE ENGINEER BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE,

USING MATERIALS OF THE KINDS DAMAGED.

6. THE CONTRACTOR SHALL CALL “MISS UTILITY”, 811, A MINIMUM OF 48 HOURS IN

ADVANCE OF ANY EXCAVATION, BORING, AND/OR DIGGING TO DETERMINE THE LOCATION OF

UNDERGROUND UTILITIES.

7. THE CONTRACTOR SHALL NOTIFY THE TALBOT COUNTY DEPT. OF INSPECTIONS AND PERMITS

TWO (2) DAYS PRIOR TO CONSTRUCTION.

8. THE CONTRACTOR SHALL GRADE ALL AREAS WITHIN THE LIMITS OF DISTURBANCE /

CONSTRUCTION AREA AND SHALL WARP PAVING AS NECESSARY TO INSURE POSITIVE

DRAINAGE AWAY FROM ANY STRUCTURE AND THROUGH THE SITE TO A DRAINAGE FACILITY.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS WORK WITH THE

CONSTRUCTION BY OTHER CONTRACTORS AND SUBCONTRACTORS.

10. ALL SOIL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE “2011

MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL”.

11. TOPOGRAPHY AS SHOWN ON THESE PLANS IS BASED ON A TOPOGRAPHICAL FIELD SURVEY

CONDUCTED BY MESSICK & ASSOCIATES AND SUPPLEMENTED BY DIGITAL (GIS) TOPOGRAPHY

OBTAINED FROM THE TALBOT COUNTY WEBSITE.

12. THE FAILURE TO SPECIFICALLY MENTION ITEMS WHICH WOULD NORMALLY BE REQUIRED TO

COMPLETE THE WORK AND DEVELOP THIS SITE IN ACCORDANCE WITH THE APPROVED PLANS,

SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH WORK. THIS WORK SHALL

BE PART OF THE CONTRACTORS BASE BID.

13. CONSTRUCTION ON THIS PROJECT SHALL BE UNDERTAKEN IN ACCORDANCE WITH ALL

CURRENT OSHA & MOSHA SAFETY REGULATIONS PERTINENT TO THE DEVELOPMENT OF THIS

PROJECT. THE MEANS AND METHODS TO ENSURE JOB SITE SAFETY SHALL BE THE

CONTRACTOR'S RESPONSIBILITY. MESSICK & ASSOCIATES ASSUMES NO RESPONSIBILITY

FOR THE SAFETY OF THE WORKERS ON SITE OR THE MEANS AND METHODS IMPLEMENTED FOR

THE WORKERS' AND THE PUBLIC'S SAFETY.

14. ALL WORK SHALL BE COMPLETE IN ACCORDANCE WITH CURRENT TALBOT COUNTY STANDARD

DETAILS AND SPECIFICATIONS, AND ADD ANY ADDENDUM HERETO.

EROSION AND SEDIMENT CONTROL STANDARDS &

SPECIFICATIONS FOR VEGETATIVE STABILIZATION

1. CONTRACTOR SHALL INSTALL SOIL EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO ANY GRADING.

FOLLOWING INITIAL DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL BE COMPLETED WITHIN THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES GREATER THAN THREE (3) HORIZONTAL TO ONE (1) VERTICAL (3:1) AND SEVEN (7) DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT

SITE NOT UNDER ACTIVE GRADING.

2. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE PROVIDED AS INDICATED ON THIS PLAN, WITH LOCATION ADJUSTMENTS TO BE MADE IN THE FIELD AS NECESSARY, AND TO BE MAINTAINED AT THE END OF EACH WORKING DAY UNTIL PROJECT COMPLETION. THE MINIMUM AREA PRACTICAL SHALL BE

DISTURBED FOR THE MINIMAL AMOUNT OF TIME POSSIBLE.

3. CLEARING AND GRUBBING SHALL INCLUDE ALL TREES, BRUSH, DEBRIS, ROOT MAT AND ORGANIC MATERIALS

TO BE REMOVED.

4. TEMPORARY SEEDING SHALL BE ACCOMPLISHED BETWEEN FEBRUARY 15TH THROUGH APRIL 30TH, AND AUGUST 15TH THROUGH NOVEMBER 30TH. DURING OTHER TIMES, TEMPORARY MULCHING SHALL BE PROVIDED.

5. TEMPORARY SEEDING SHALL CONFORM TO THE FOLLOWING APPLICATIONS: 436 LBS. PER ACRE OF 10-20-20;

4,000 LBS. PER ACRE OF GROUND LIMESTONE, TO BE INCORPORATED INTO THE SOIL BY DISKING OR OTHER SUITABLE MEANS. ANNUAL RYEGRASS SHALL BE APPLIED AT A RATE OF 50 LBS. PER ACRE USING

SUITABLE EQUIPMENT. MULCHING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER SEEDING.

6. MULCHING SHALL BE UN-CHOPPED, UN-ROTTED, SMALL GRAIN STRAW APPLIED AT A RATE OF 2-212 TONS PER ACRE. ANCHOR MULCH WITH A MULCH ANCHORING TOOL ON THE CONTOUR. WOOD CELLULOSE FIBER MAY BE USED FOR ANCHORING STRAW AT A RATE OF 750 LBS. PER ACRE MIXED WITH WATER AT A MAXIMUM OF 50 LBS. OF WOOD FIBER PER 100 GALS. OF WATER, OR WITH A SYNTHETIC LIQUID BINDER ACCORDING TO MANUFACTURER RECOMMENDATIONS. WOOD CELLULOSE FIBER USED AS MULCH MUST BE APPLIED AT A NET DRY WEIGHT OF 1,500 LBS. PER ACRE. MIX WOOD CELLULOSE FIBER WITH WATER TO ATTAIN A MIXTURE

WITH A MAXIMUM OF 50 LBS. OF WOOD CELLULOSE FIBER PER 100 GALS. OF WATER.

7. PERMANENT SEEDING SHALL BE ACCOMPLISHED BETWEEN FEBRUARY 15TH THROUGH APRIL 30TH, OR AUGUST 15TH THROUGH OCTOBER 31ST. PERMANENT SEEDING AT OTHER THAN SPECIFIED TIMES WILL BE ALLOWED ONLY UPON WRITTEN APPROVAL. PERMANENT SEEDING SHALL CONFORM TO THE FOLLOWING APPLICATIONS:

PERMANENT SEEDING FOR SITES HAVING DISTURBED OVER FIVE (5) ACRES SHALL USE FERTILIZER RATES RECOMMENDED BY A SOIL TESTING AGENCY AND THE RECOMMENDATIONS PROVIDED IN THE PERMANENT SEEDING SUMMARY TABLE. PERMANENT SEEDING FOR CONDITIONS OTHER THAN LISTED ABOVE SHALL BE PERFORMED AT THE RATES AND DATES AS PROVIDED IN THE PERMANENT SEEDING SUIMMARY TABLE BELOW.

ATTACH TABLE. FERTILIZER AND LIME AMENDMENTS SHALL BE INCORPORATED INTO THE TOP 3”-5” OF THE SOIL BY DISKING OR OTHER SUITABLE MEANS. MULCHING SHALL BE ACCOMPLISHED AS DISCUSSED IN ITEM

#6 OF THESE SPECIFICATIONS.

8. ANY SPOIL OR BORROW WILL BE PLACED AT A SITE APPROVED BY THE TALBOT SOIL CONSERVATION

DISTRICT.

9. ALL AREAS REMAINING OR INTENDED TO REMAIN DISTURBED FOR LONGER THAN SEVEN (7) DAYS SHALL BE STABILIZED IN ACCORDANCE WITH THE USDA, NATURAL RESOURCES CONSERVATION SERVICE STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL IN DEVELOPING AREAS FOR CRITICAL AREA

STABILIZATION.

10. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTOR TO NOTIFY THE ENGINEER OF ANY DEVIATION FROM THIS PLAN. ANY CHANGE MADE IN THIS PLAN WITHOUT WRITTEN AUTHORIZATION

FROM THE ENGINEER WILL PLACE RESPONSIBILITY OF SAID CHANGE ON THE CONTRACTOR OR

SUBCONTRACTOR.

STANDARD RESPONSIBILITY NOTES

I (WE) CERTIFY THAT:

1.A. ALL DEVELOPMENT AND CONSTRUCTION WILL BE DONE IN ACCORDANCE WITH THIS

SEDIMENT AND EROSION CONTROL PLAN, AND FURTHER, AUTHORIZE THE RIGHT OF

ENTRY FOR PERIODIC ON-SITE EVALUATION BY THE TALBOT SOIL CONSERVATION

DISTRICT (TSCD) BOARD OF SUPERVISORS OR THEIR AUTHORIZED AGENTS.

1.B. ANY RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT WILL HAVE A

CERTIFICATE OF ATTENDANCE FROM THE MARYLAND DEPARTMENT OF THE ENVIRONMENT'S

APPROVED TRAINING PROGRAM FOR THE CONTROL OF SEDIMENT AND EROSION BEFORE

BEGINNING THE PROJECT.

RESPONSIBLE PERSONNEL ON SITE:__________________________________________

1.C. IF APPLICABLE, THE APPROPRIATE ENCLOSURE WILL BE CONSTRUCTED AND MAINTAINED

ON SEDIMENT BASIN(S) INCLUDED IN THIS PLAN. SUCH STRUCTURES WILL BE IN

COMPLIANCE WITH THE TALBOT COUNTY CODE.

2. THE DEVELOPER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, RIGHT,

AND/OR RIGHTS-OF-WAY THAT MAY BE REQUIRED FOR THE SEDIMENT AND EROSION CONTROL

PRACTICES, STORM WATER MANAGEMENT PRACTICES, AND THE DISCHARGE OF STORM WATER

ONTO OR ACROSS ADJACENT OR DOWNSTREAM PROPERTIES INCLUDED IN THE PLAN.

3. FOR INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, PERMANENT AND/OR TEMPORARY

STABILIZATION PER THE TSCD DETAILS AND SPECIFICATIONS FOR VEGETATIVE

ESTABLISHMENT SHALL BE COMPLETED WITHIN THREE (3) CALENDAR DAYS FOR THE

SURFACE OF ALL CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL

SLOPES GREATER THAN THREE (3) HORIZONTAL TO ONE (1) VERTICAL (3:1); AND SEVEN

(7) DAYS FOR ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE.

4. THE GRADING AND SEDIMENT CONTROL APPROVAL ON THIS PLAN EXTENDS ONLY TO THOSE

AREAS WITHIN THE LIMIT OF DISTURBANCE.

5. THE APPROVAL OF THIS PLAN FOR THE SEDIMENT AND EROSION CONTROL DOES NOT

RELIEVE THE DEVELOPER/CONSULTANT FROM COMPLYING WITH FEDERAL, STATE, OR COUNTY

REQUIREMENTS PERTAINING TO ENVIRONMENTAL ISSUES.

6. THE DEVELOPER MUST REQUEST THAT THE SEDIMENT AND EROSION CONTROL INSPECTOR

APPROVE WORK COMPLETED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT

CONTROL PLAN, THE GRADING OR BUILDING PERMIT, AND THE ORDINANCE.

7. ALL MATERIAL SHALL BE TAKEN TO A SITE WITH AN APPROVED SEDIMENT AND EROSION

CONTROL PLAN.

8. FIRST PHASE INSPECTION AND APPROVAL OF THE SEDIMENT AND EROSION CONTROL

INSPECTOR SHALL BE REQUIRED UPON COMPLETION OF THE INSTALLATION OF PERIMETER

EROSION AND SEDIMENT CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH

DISTURBANCE OR GRADING. OTHER BUILDING OR GRADING INSPECTION APPROVALS MAY

NOT BE AUTHORIZED UNTIL THE INITIAL APPROVAL BY THE SEDIMENT AND EROSION

CONTROL INSPECTOR IS GIVEN. INSPECTIONS AND PERMITS MAY ALSO REQUIRE THAT AN

INSPECTION AND CERTIFICATION OF THE INSTALLATION OF SEDIMENT CONTROLS ALSO BE

PERFORMED BY A DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION COMMENCING.

9. APPROVAL FROM THE INSPECTOR MUST BE REQUESTED ON FINAL STABILIZATION OF ALL

SITES PRIOR TO REMOVAL OF SEDIMENT AND EROSION CONTROLS.

10. EXISTING TOPOGRAPHY MUST BE FIELD VERIFIED BY RESPONSIBLE PERSONNEL TO THE

SATISFACTION OF THE SEDIMENT CONTROL INSPECTOR PRIOR TO COMMENCING WORK.

SIGNATURE OF DEVELOPER/OWNER DATE

PRINT: NAME: _______________________________

TITLE: _______________________________

AFFILIATION: _______________________________

ADDRESS: _______________________________

TELEPHONE NUMBER: _______________________________

EMAIL ADDRESS: _______________________________

LOCATION PLAN

SCALE: 1" = 50'

50 �5 50

INDEX OF SHEETS

NO. DESCRIPTION

1 COVER SHEET

2 EXISTING CONDITIONS

3 SITE PLAN

4 GRADING & SEDMINET CONTROL PLAN

5 LANDSCAPE PLAN

6 LANDSCAPE DETAILS

7 SITE DETAILS

8 SWM DA MAP

9 SWM PLAN & PROFILE

10 STRAND ROAD CROSS SECTIONS

11 STRAND ROAD CROSS SECTIONS

12 STRAND ROAD CROSS SECTIONS

BENCHMARK DATA

BENCHMARK DATA FIELD SURVEYED. HORIZONTAL DATUM IS

REFERENCED TO MARYLAND STATE PLAN COORDINATES NAD

83/91 DATUM. VERTICAL DATUM IS REFERENCED TO

MARYLAND STATE PLAN COORDINATES NAVD 88 DATUM.

BM-1: MAG NAIL

NORTHING 375,267.61

EASTING 1,549,060.41

ELEVATION 3.100'

BM-2: TRAV 403 | REBAR AND CAP

NORTHING 375,696.77

EASTING 1,549,448.39

ELEVATION 3.056'

SCALE: AS SHOWN DATE: JUNE 2026

ABBREVIATIONS

TW - TOP OF WALL

BW - BOTTOM OF WALL

TC - TOP OF CURB

BC - BOTTOM OF CURB (AT GUTTER FOR MOUNTABLE CURB)

EOP - EXISTING EDGE OF PAVEMENT

SITE

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

THE STRAND - PARKING LOT + BEACH ACCESS GRADING PLAN TALBOT COUNTY, MARYLAND

AutoCAD SHX Text

VICINITY MAP SCALE: 1" = 2000'

AutoCAD SHX Text

NAD 83

3.5

2.5 2.5

2.5

3.5

1.5

2.5

3.5

4.555.5

2.5

EX. WATER METERS EX. FENCE

EX. SEWER MANHOLE

BM-2

-1

EX. BUILDING

EX. SEWER MANHOLE

EX. FENCE

EX. GRASS

AREA

EX. DRAINAGE SW

ALE

EX. PAVED PKG LOT ACCESS DRIVE

EX. GRASS ROAD EDGE

EDGE OF SAND BEACH

EX. BULKHEAD

EX. DRAINAGE PIPE

22.5

3.5

4.5

3.5

4.5

5.5

EX. TREE TO REMAIN

NO ROOTS LARGER THAN 1"

CAN BE CUT DURING EXCAVATION

EX. TREE TO REMAIN

EXISTING VEGETATION

OUTLINE OF NUISANCE PONDING

EX. EDGE OF GRAVEL LOT

1.5

2.5

EX. M

ARINA

ENTRANCE

EX. UTILITY POLE

TO REMAIN

EX. UTILITY POLE

EX. STOP SIGN

EX. SIGN

EX. DEAD END SIGN

EX. CATV PEDESTAL

EX. TOWN OF OXFORD

ZONING APPEALS SIGN

EX. GUY WIRE (TYP.)

EX. WATER METER

EX. NO PARKING SIGN

EX. GUY WIRE (TYP.)

EX. WATER VALVE

EX. SAN. SEWER

MANHOLE

EX. TREE

EX. BATHROOM STRUCTURE TO REMAIN

EX. BUSH (TYP.)

EX. PIER

EX. WATER MANHOLE

EX. CLEANOUT

TELE

EX. M.H.W. 01/07/2026

EX. TOWN OF OXFORD

ZONING APPEALS SIGN

EX. 12" RCP INV. ELEV.=1.43

EX. HEADWALL TO REMAIN

TOP=2.56

15" RCP INV =0.44

EX. EDGE OF PAVEMENT

EX. EDGE OF PAVEM

ENT

. E

E O

F P

STRAND STREET

PUBLIC RIGHT-OF-WAY

STRAND STREET

PUBLIC RIGHT-OF-WAY

STRAND STREET

PUBLIC RIGHT-OF-WAYEX. EDGE OF PAVEMENT

EX. EDGE OF PAVEMENT

EX. EDGE OF GRAVEL

. E

EX. RIPRAP PAD

EX. GRAVEL LOT

EX. WATER METER

TO BE RELOCATED

EX. TREE IN FAIR

CONDITION

TRED AVON RIVER

TOWN CREEK

CRZ

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX HYDRANT

TO REMAIN

PROPERTY LINE

EXISTING

LEGEND

BUILDING RESTRICTION LINE

CONTOUR ELEVATION

BUILDING

WOODS LINE

WATER WELL

SOILS

ADJACENT PROPERTY LINE

UTILITY POLE

W/OVERHEAD WIRE

ZONING

PAVING

CURB & GUTTER

STORM DRAIN

SANITARY SEWER

WATER SERVICE

SIDEWALK

03-28-23

"PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I

AM A DULY LICENSE PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

LICENSE NO. 21591, EXPIRATION DATE: 05/14/27"

J un e

: G :\T ow n of O xf or d\

St ra nd

Pk g Lo t I m pr ov em en ts \D

W G\

dw g

BYREVISION DESCRIPTION DATE * MESSICK GROUP INC. T/A MESSICK AND ASSOCIATES

7 OLD SOLOMONS ISLAND ROAD, SUITE 202

ANNAPOLIS, MARYLAND 21401

(410) 266-3212 * FAX (410) 266-3502

email: engr@messickandassociates.com

MESSICK & ASSOCIATES

CONSULTING ENGINEERS,

PLANNERS AND SURVEYORS

A M

OWNER:

COMMISSIONERS OF OXFORD

PO BOX 339

OXFORD, MD 21654

Oxford Comprehensive Shoreline Resilience Project

TOWN OF OXFORD

404 STRAND

OXFORD, MD 21654

TM: 400 GRID: OX PRCL: 664

THIRD ASSESSMENT DISTRICT

TAX ACCT: 03-127044

TALBOT COUNTY, MARYLAND 21654

ZONING: COMMERCIAL

NOT FOR

CONSTRUCTION

EXISTING CONDITIONS PLAN

SCALE: 1" = 20'

01020 20

SCALE: 1" = 20'

EXISTING CONDITIONS

SCALE: AS SHOWN SHEET: 2 OF 12DATE: JUNE 2026

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

2.5 2.5

2.5

3.5

1.5

2.5

3.5

4.555.5

2.5

EX. WATER METERS EX. FENCE

EX. SEWER MANHOLE

BM-2

BM-1

EX. SEWER MANHOLE

EX. FENCE

EX. GRASS

AREA

EX. PAVED PKG LOT ACCESS DRIVE

EX. GRASS ROAD EDGE

EDGE OF SAND BEACH

EX. BULKHEAD

EX. DRAINAGE PIPE

22.5

3.5

4.5

3.5

4.5

5.5

EX. TREE TO REMAIN

NO ROOTS LARGER THAN 1"

CAN BE CUT DURING EXCAVATION

EX. TREE TO REMAIN

EXISTING VEGETATION

OUTLINE OF NUISANCE PONDING

EX. EDGE OF GRAVEL LOT

1.5

2.5

EX. M

ARINA

ENTRANCE

EX. UTILITY POLE

TO REMAIN

EX. UTILITY POLE

EX. DEAD END SIGN

EX. CATV PEDESTAL

EX. TOWN OF OXFORD

ZONING APPEALS SIGN

EX. GUY WIRE (TYP.)

EX. WATER METER

EX. NO PARKING SIGN

EX. GUY WIRE (TYP.)

EX. WATER VALVE

EX. SAN. SEWER

MANHOLE

EX. TREE

EX. BATHROOM STRUCTURE TO REMAIN

EX. BUSH (TYP.)

EX. PIER

EX. WATER MANHOLE

EX. CLEANOUT

TELE

EX. UTILITY POLE

EX. TOWN OF OXFORD

ZONING APPEALS SIGN

EX. 12" RCP INV. ELEV.=1.43

EX. HEADWALL TO REMAIN

TOP=2.56

15" RCP INV =0.44

. E

DGE O

F P

EX. EDGE OF PAVEMENT

EX. EDGE OF PAVEM

ENT

. E

E O

F P

PUBLIC

RIGHT-O

F-W

STRAND STREET

PUBLIC RIGHT-OF-WAY

STRAND STREET

PUBLIC RIGHT-OF-WAY

STRAND STREET

PUBLIC RIGHT-OF-WAYEX. EDGE OF PAVEMENT

EX. EDGE OF PAVEMENT

EX. EDGE OF GRAVEL

. E

EX. RIPRAP PAD

EX. GRAVEL LOT

EX. WATER METER

TO BE RELOCATED

EX. TREE IN FAIR

CONDITION

TRED AVON RIVER

TOWN CREEK

CRZ

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX HYDRANT

TO REMAIN

PROPOSED HEADWALL

TOP: 2.50

EXISTING STORM PIPE TO BE

REMOVED

PROPOSED MANHOLE WITH

WASTOP INLINE CHECK VALVE

LOCATED IN PROPOSED

DRAINAGE PIPE

PROPOSED

MOUNTABLE CURB

PROPOSED

MOUNTABLE CURB

2+00

3+00

4+00

5+00

6+00

7+00

8+00 8+58

24'

26'

30'

18'

17'

20'

6" SCH 40 PVC @ 0.71%

INV. 0.24

INV. 0.44

SGW #1

FOREBAY

TW 4.50

BW 3.25

TC 3.17

BC 2.91

SUBMERGED GRAVEL WETLAND,

REF LANDSCAPE PLAN FOR

PLANTINGS AND DETAILS FOR

GRAVEL/SOIL MIX

END OF PROPOSED

MOUNTABLE CURB

BEGINNING OF PROPOSED MOUNTABLE

CURB FLUSH WITH ROAD SLOPES UP TO

TOP OF CURB @ TOP OF RAMP

TW 3.00

PROPOSED BULKHEAD

STOCKPILE

AREA

12" TRENCH DRAIN @ 0.47% PROP. EDGE OF GRAVEL PARKING LOT

PT #1

PRETREATMENT FILTER (PT #1)

BIORETENTION SOIL W/ LANDSCAPE

PLANTINGS, REF PHASE 1

LANDSCAPE PLAN

3-5" RIVER STONE EDGING TO DEFINE OUTER

EDGE OF BIORETENTION AREA

GRAVEL SLOPES TOWARD

BIORETENTION.

TOP OF PKG LOT GRAVEL 2.40

CONCRETE ENCASED PIPE

INV. 1.00

INV. 0.50

6" PVC @ 0.75%

28'

PROP. 12" TRENCH DRAIN JUNCTION

TOP: 2.68

INV: IN NW 1.73

INV: OUT NE 1.73

PROP. 12" TRENCH DRAIN

TOP: 2.68

INV: OUT SE 1.94

PROP. 12" TRENCH DRAIN

TOP: 2.60

INV: IN SW 1.30

INV: OUT E 1.30

6" PVC @ 1.22%

12" WIDE CONCRETE RETAINING WALL

TW 4.5'

FEATHER NEW ASPHALT

TO EXISTING GRADE

DUNE FENCE TO MATCH

EXISTING DUNE FENCE

ADA COMPLIANT

BEACH MAT

21'

DUNE FENCE OVERLAPS

@ OPENING IN RETAINING WALL

MAINTAIN DUNE FENCING

IN PLACE

DUNE FENCING TO BE LOCATED

BEHIND RETAINING WALL

12" WIDE CONCRETE RETAINING WALL

TW 4.5'

4+25

4+50 4+75 5+00

5+25

5+50

5+75

6+00

6+25

6+50

6+75

7+00

7+25

7+50

7+75

INV. 1.25

CONCRETE GUTTER

DRAINS TO FOREBAY

PROPOSED 4' REINFORCED SIDEWALK

CONCRETE VALLEY

GUTTER

3-5" RIVER STONE

PROP. TOPSOIL INSTALLED ON

TOP OF FILL

SOS

PROPOSED HEADWALL

TOP: 2.50

EXISTING STORM PIPE TO BE

REMOVED

PROPOSED MANHOLE WITH

WASTOP INLINE CHECK VALVE

LOCATED IN PROPOSED

DRAINAGE PIPE

PROPOSED

MOUNTABLE CURB

PROPOSED

MOUNTABLE CURB

2+00

3+00

4+00

5+00

6+00

7+00

8+00 8+58

24'

26'

30'

18'

17'

20'

6" SCH 40 PVC @ 0.71%

INV. 0.24

INV. 0.44

SGW #1

FOREBAY

TW 4.50

BW 3.25

TC 3.17

BC 2.91

SUBMERGED GRAVEL WETLAND,

REF LANDSCAPE PLAN FOR

PLANTINGS AND DETAILS FOR

GRAVEL/SOIL MIX

END OF PROPOSED

MOUNTABLE CURB

BEGINNING OF PROPOSED MOUNTABLE

CURB FLUSH WITH ROAD SLOPES UP TO

TOP OF CURB @ TOP OF RAMP

TW 3.00

PROPOSED BULKHEAD

STOCKPILE

AREA

12" TRENCH DRAIN @ 0.47%

EX. 2.69

PROP. EDGE OF GRAVEL PARKING LOT

PT #1

PRETREATMENT FILTER (PT #1)

BIORETENTION SOIL W/ LANDSCAPE

PLANTINGS, REF PHASE 1

LANDSCAPE PLAN

3-5" RIVER STONE EDGING TO DEFINE OUTER

EDGE OF BIORETENTION AREA

GRAVEL SLOPES TOWARD

BIORETENTION.

TOP OF PKG LOT GRAVEL 2.40

CONCRETE ENCASED PIPE

INV. 1.00

INV. 0.50

6" PVC @ 0.75%

28'

PROP. 12" TRENCH DRAIN JUNCTION

TOP: 2.68

INV: IN NW 1.73

INV: OUT NE 1.73

PROP. 12" TRENCH DRAIN

TOP: 2.68

INV: OUT SE 1.94

PROP. 12" TRENCH DRAIN

TOP: 2.60

INV: IN SW 1.30

INV: OUT E 1.30

6" PVC @ 1.22%

12" WIDE CONCRETE RETAINING WALL

TW 4.5'

FEATHER NEW ASPHALT

TO EXISTING GRADE

DUNE FENCE TO MATCH

EXISTING DUNE FENCE

ADA COMPLIANT

BEACH MAT

21'

DUNE FENCE OVERLAPS

@ OPENING IN RETAINING WALL

MAINTAIN DUNE FENCING

IN PLACE

DUNE FENCING TO BE LOCATED

BEHIND RETAINING WALL

12" WIDE CONCRETE RETAINING WALL

TW 4.5'

INV. 1.25

CONCRETE GUTTER

DRAINS TO FOREBAY

PROPOSED 4' REINFORCED SIDEWALK

CONCRETE VALLEY

GUTTER

3-5" RIVER STONE

PROP. TOPSOIL INSTALLED ON

TOP OF FILL

SOS

PROPERTY LINE

EXISTING

LEGEND

BUILDING RESTRICTION LINE

CONTOUR ELEVATION

BUILDING

WOODS LINE

WATER WELL

SOILS

ADJACENT PROPERTY LINE

UTILITY POLE

W/OVERHEAD WIRE

ZONING

PAVING

CURB & GUTTER

STORM DRAIN

SANITARY SEWER

WATER SERVICE

SIDEWALK

PROPOSED

ROAD MILL & OVERLAY

LIMIT OF DISTURBANCE

SILT FENCE

HDPE SD

STM BMP GRAVEL

BIO RETENTION DEVICE

3-5" RIVER ROCK

DUNE SAND BACKFILL

TOP SOIL MIX

PROPOSED

ROAD MILL & OVERLAY

LIMIT OF DISTURBANCE

SILT FENCE

HDPE SD

STM BMP GRAVEL

BIO RETENTION DEVICE

3-5" RIVER ROCK

DUNE SAND BACKFILL

TOP SOIL MIX

03-28-23

"PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I

AM A DULY LICENSE PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

LICENSE NO. 21591, EXPIRATION DATE: 05/14/27"

J un e

: G :\T ow n of O xf or d\

St ra nd

Pk g Lo t I m pr ov em en ts \D

W G\

dw g

BYREVISION DESCRIPTION DATE * MESSICK GROUP INC. T/A MESSICK AND ASSOCIATES

7 OLD SOLOMONS ISLAND ROAD, SUITE 202

ANNAPOLIS, MARYLAND 21401

(410) 266-3212 * FAX (410) 266-3502

email: engr@messickandassociates.com

MESSICK & ASSOCIATES

CONSULTING ENGINEERS,

PLANNERS AND SURVEYORS

A M

OWNER:

COMMISSIONERS OF OXFORD

PO BOX 339

OXFORD, MD 21654

Oxford Comprehensive Shoreline Resilience Project

TOWN OF OXFORD

404 STRAND

OXFORD, MD 21654

TM: 400 GRID: OX PRCL: 664

THIRD ASSESSMENT DISTRICT

TAX ACCT: 03-127044

TALBOT COUNTY, MARYLAND 21654

ZONING: COMMERCIAL

NOT FOR

CONSTRUCTION

SITE PLAN

SCALE: 1" = 20'

01020 20

SCALE: 1" = 20'

SITE PLAN

SCALE: AS SHOWN DATE: JUNE 2026 SHEET: 3 OF 12

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

PROPERTY LINE

EXISTING

LEGEND

BUILDING RESTRICTION LINE

CONTOUR ELEVATION

BUILDING

WOODS LINE

WATER WELL

SOILS

ADJACENT PROPERTY LINE

UTILITY POLE

W/OVERHEAD WIRE

ZONING

PAVING

CURB & GUTTER

STORM DRAIN

SANITARY SEWER

WATER SERVICE

SIDEWALK

PROPOSED

ROAD MILL & OVERLAY

LIMIT OF DISTURBANCE

SILT FENCE

HDPE SD

STM BMP GRAVEL

BIO RETENTION DEVICE

3-5" RIVER ROCK

DUNE SAND BACKFILL

TOP SOIL MIX

2.5

3.5

CRZCRZ

CRZ

CRZ CRZ

CRZCRZ

CRZ

CRZ CRZ

PROP. ELEV. = 2.76

EX. ELEV. = 2.76

PROP. ELEV. = 2.68

EX. ELEV. = 2.62

PROP. ELEV. = 2.66

EX. ELEV. = 2.58

PROP. ELEV. = 2.64

EX. ELEV. = 2.50

PROP. ELEV. = 2.62

EX. ELEV. = 2.36

PROP. ELEV. = 2.60

EX. ELEV. = 2.25

PROP. ELEV. = 2.81

EX. ELEV. = 2.30

PROP. ELEV. = 2.84

EX. ELEV. = 2.41

PROP. ELEV. =

3.18

EX. ELEV. =

2.50

PROP. ELEV. =

3.07

EX. ELEV. =

2.56

PROP. ELEV. =

2.99

EX. ELEV. =

2.65

PROP. ELEV. =

2.88

EX. ELEV. =

2.65

. E

5+00 6+00

26'

18'

0.3% 0.

FOREBAY

1.50

2.50

12" TRENCH DRAIN @ 0.47%

EX. 2.69

CONCRETE ENCASED PIPE

INV. 0.50

6" PVC @ 0.75%

PROP. 12" TRENCH DRAIN JUNCTION

TOP: 2.68

INV: IN NW 1.73

INV: OUT NE 1.73

PROP. 12" TRENCH DRAIN

TOP: 2.68

INV: OUT SE 1.94

PROP. 12" TRENCH DRAIN

TOP: 2.60

INV: IN SW 1.30

INV: OUT E 1.30

6" PVC @ 1.22%

0.50

1.20

INV. 1.25

CONCRETE GUTTER

DRAINS TO FOREBAY

PROPOSED 4' REINFORCED SIDEWALK

3-5" RIVER STONE

3.5

2.5 2.5

2.5

3.5

1.5

2.5

3.5

4.555.5

2.5

EX. WATER METERS EX. FENCE

EX. SEWER MANHOLE

BM-2

BM-1

EX. BUILDING

EX. SEWER MANHOLE

EX. FENCE

EX. GRASS

AREA

EX. PAVED PKG LOT ACCESS DRIVE

EX. GRASS ROAD EDGE

EDGE OF SAND BEACH

EX. BULKHEAD

EX. DRAINAGE PIPE

22.5

3.5

4.5

3.5

4.5

5.5

EX. TREE TO REMAIN

NO ROOTS LARGER THAN 1"

CAN BE CUT DURING EXCAVATION

EX. TREE TO REMAIN

EXISTING VEGETATION

OUTLINE OF NUISANCE PONDING

EX. EDGE OF GRAVEL LOT

1.5

2.5

EX. M

ARINA

ENTRANCE

EX. UTILITY POLE

TO REMAIN

EX. UTILITY POLE

EX. DEAD END SIGN

EX. CATV PEDESTAL

EX. TOWN OF OXFORD

ZONING APPEALS SIGN

EX. GUY WIRE (TYP.)

EX. WATER METER

EX. NO PARKING SIGN

EX. GUY WIRE (TYP.)

EX. WATER VALVE

EX. SAN. SEWER

MANHOLE

EX. TREE

EX. BATHROOM STRUCTURE TO REMAIN

EX. BUSH (TYP.)

EX. PIER

EX. WATER MANHOLE

EX. CLEANOUT

TELE

EX. UTILITY POLE

EX. TOWN OF OXFORD

ZONING APPEALS SIGN

EX. 12" RCP INV. ELEV.=1.43

EX. HEADWALL TO REMAIN

TOP=2.56

15" RCP INV =0.44

. E

DGE O

F P

EX. EDGE OF PAVEMENT

EX. EDGE OF PAVEM

ENT

. E

E O

F P

MILL

STR

PUBLIC

RIGHT-O

F-W

STRAND STREET

PUBLIC RIGHT-OF-WAY

STRAND STREET

PUBLIC RIGHT-OF-WAY

STRAND STREET

PUBLIC RIGHT-OF-WAYEX. EDGE OF PAVEMENT

EX. EDGE OF PAVEMENT

EX. EDGE OF GRAVEL

. E

EX. RIPRAP PAD

EX. GRAVEL LOT

EX. WATER METER

TO BE RELOCATED

EX. TREE IN FAIR

CONDITION

TRED AVON RIVER

TOWN CREEK

CRZ

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX UTILITY POLE

TO REMAIN

EX HYDRANT

TO REMAIN

PROPOSED HEADWALL

TOP: 2.50

EXISTING STORM PIPE TO BE

REMOVED

PROPOSED MANHOLE WITH

WASTOP INLINE CHECK VALVE

LOCATED IN PROPOSED

DRAINAGE PIPE

1.5

1.5 2 2.

PROP. ELEV. = 3.50

EX. ELEV. = 3.49

PROP. ELEV. = 3.50

EX. ELEV. = 3.62

. E

PROP. ELEV. = 3.35

EX. ELEV. = 3.34

PROP. ELEV. = 2.76

EX. ELEV. = 2.76

PROP. ELEV. = 2.68

EX. ELEV. = 2.62

PROP. ELEV. = 2.66

EX. ELEV. = 2.58 PROP. ELEV. = 2.64

EX. ELEV. = 2.50

PROP. ELEV. = 2.62

EX. ELEV. = 2.36

PROP. ELEV. = 2.60

EX. ELEV. = 2.25

PROP. ELEV. = 2.81

EX. ELEV. = 2.30

PROP. ELEV. = 2.84

EX. ELEV. = 2.41

PROP. ELEV. = 2.50

EX. ELEV. = 2.41

PROP. ELEV. = 2.50

EX. ELEV. = 2.22

PROP. ELEV. = 2.55

EX. ELEV. = 2.20

PROP. ELEV. = 2.65

EX. ELEV. = 2.41

PROP. ELEV. = 2.70

EX. ELEV. = 2.43

PROP. ELEV. = 2.76

EX. ELEV. = 2.68

PROP. ELEV. = 2.76

EX. ELEV. = 2.76

PROP. ELEV. =

2.98

EX. ELEV. =

2.98

PROP. ELEV. =

2.97

EX. ELEV. =

2.85

PROP. ELEV. =

2.92

EX. ELEV. =

2.64

PROP. ELEV. =

2.87

EX. ELEV. =

2.55

PROP. ELEV. =

2.92

EX. ELEV. =

2.49

PROP. ELEV. =

2.87

EX. ELEV. =

2.36

PROP. ELEV. =

3.22

EX. ELEV. =

2.38

PROP. ELEV. =

3.30

EX. ELEV. =

2.49

PROP. ELEV. =

3.18

EX. ELEV. =

2.50

PROP. ELEV. =

3.07

EX. ELEV. =

2.56

PROP. ELEV. =

2.99

EX. ELEV. =

2.65

PROP. ELEV. =

2.88

EX. ELEV. =

2.65

. E

2+00

3+00

4+00

5+00

6+00

7+00

8+00 8+58

24'

26'

30'

18'

17'

20'

6" SCH 40 PVC @ 0.71%

INV. 0.24

INV. 0.44

0.3% 0.

2% 1.

SGW #1

FOREBAY

SUBMERGED GRAVEL WETLAND,

REF LANDSCAPE PLAN FOR

PLANTINGS AND DETAILS FOR

GRAVEL/SOIL MIX

TW 3.00

PROPOSED BULKHEAD

1.50

2.50

STOCKPILE

AREA

12" TRENCH DRAIN @ 0.47%

EX. 2.69

PROP. EDGE OF GRAVEL PARKING LOT

PT #1

PRETREATMENT FILTER (PT #1)

BIORETENTION SOIL W/ LANDSCAPE

PLANTINGS, REF PHASE 1

LANDSCAPE PLAN

3-5" RIVER STONE EDGING TO DEFINE OUTER

EDGE OF BIORETENTION AREA

GRAVEL SLOPES TOWARD

BIORETENTION.

TOP OF PKG LOT GRAVEL 2.40

CONCRETE ENCASED PIPE

INV. 1.00

INV. 0.50

6" PVC @ 0.75%

28'

PROP. 12" TRENCH DRAIN JUNCTION

TOP: 2.68

INV: IN NW 1.73

INV: OUT NE 1.73

PROP. 12" TRENCH DRAIN

TOP: 2.68

INV: OUT SE 1.94

FLOW LINE LOW POINT

TOP OF GRAVEL: 2.50

FLOW LINE LOW POINT

TOP OF GRAVEL: 2.50

PROP. 12" TRENCH DRAIN

TOP: 2.60

INV: IN SW 1.30

INV: OUT E 1.30

6" PVC @ 1.22%

12" WIDE CONCRETE RETAINING WALL

TW 4.5'

0.50

1.50

1.20

1.00

FEATHER NEW ASPHALT

TO EXISTING GRADE

ADA COMPLIANT

BEACH MAT

21'

12" WIDE CONCRETE RETAINING WALL

TW 4.5'

. E

4+25

4+50 4+75 5+00

5+25

5+50

5+75

6+00

6+25

6+50

6+75

7+00

7+25

7+50

7+75

INV. 1.25

PROP. ELEV. =

2.85

EX. ELEV. =

2.53

PROP. ELEV. = 2.58

EX. ELEV. = 2.31

PROPOSED 4' REINFORCED SIDEWALK

3-5" RIVER STONE

PROP. TOPSOIL INSTALLED ON

TOP OF FILL

SOS

03-28-23

"PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I

AM A DULY LICENSE PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

LICENSE NO. 21591, EXPIRATION DATE: 05/14/27"

J un e

: G :\T ow n of O xf or d\

St ra nd

Pk g Lo t I m pr ov em en ts \D

W G\

dw g

BYREVISION DESCRIPTION DATE * MESSICK GROUP INC. T/A MESSICK AND ASSOCIATES

7 OLD SOLOMONS ISLAND ROAD, SUITE 202

ANNAPOLIS, MARYLAND 21401

(410) 266-3212 * FAX (410) 266-3502

email: engr@messickandassociates.com

MESSICK & ASSOCIATES

CONSULTING ENGINEERS,

PLANNERS AND SURVEYORS

A M

OWNER:

COMMISSIONERS OF OXFORD

PO BOX 339

OXFORD, MD 21654

Oxford Comprehensive Shoreline Resilience Project

TOWN OF OXFORD

404 STRAND

OXFORD, MD 21654

TM: 400 GRID: OX PRCL: 664

THIRD ASSESSMENT DISTRICT

TAX ACCT: 03-127044

TALBOT COUNTY, MARYLAND 21654

ZONING: COMMERCIAL

NOT FOR

CONSTRUCTION

GRADING PLAN - PHASE 1

SCALE: 1" = 20'

01020 20

SCALE: 1" = 20'

GRADING & SEDIMENT CONTROL PLAN

SCALE: AS SHOWN DATE: JUNE 2026 SHEET: 4 OF 12

CHANNEL DRAIN INSET

SCALE: 1" = 10'

0510 10

SCALE: 1" = 10'

SEE CHANNEL DRAIN INSET

NOTE: CONTRACTOR TO LOCATE

UTILITIES WITHIN WORK AREA AND

ENSURE THEIR PROTECTION

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

JenniferJanis Snapshot

LANDSCAPING PLANTING DETAILS

FINISHED GRADE

DECIDUOUS TREE PLANTING DETAIL

TREE GUYING PLAN

SHRUB PLANTING DETAIL

FINISHED GRADE

SPACING VARIES

REFER TO PLANT LIST AND PLANS ON SHEET 1

NOTES:

1. FOR CONTAINER SHRUBS, COMPLETELY

REMOVE ALL NON-BIODEGRADABLE

CONTAINERS AND SCARIFY ROOTBALL.

2. FOR B&B SHRUBS, CUT AND REMOVE BURLAP

FROM TOP 13 OF ROOT BALL.

PERENNIAL & GRASS PLANTING DETAIL

SET PLANTS SO TOP OF ROOT

SYSTEM IS EVEN WITH EXISTING

SOIL GRADE AND ROOTS ARE

SURROUNDED BY SOIL MIXTURE

FINISHED

GRADE

SPACING VARIES

REFER TO PLANT LIST AND PLANS

HERBACEOUS VEGETATION

PLANTING PATTERNF

EQUAL SPACING PER SPECIES

CANOPY TREES PLANTING DETAIL

EVERGREEN TREES PLANTING DETAIL

OVERALL COMPLIANCE WITH THE TERMS OF THIS LANDSCAPE PLAN INCLUDING ALL MAINTENANCE AND WARRANTY REQUIREMENTS PRESCRIBED HEREON IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. MAINTENANCE, WARRANTY AND PLANT MATERIAL SURVIVAL RESPONSIBILITIES OF THE LANDSCAPE CONTRACTOR SHALL BE AS SPECIFICALLY NEGOTIATED BETWEEN OWNER/

DEVELOPER AND CONTRACTOR.

ALL WORK SHALL BE ACCOMPLISHED WITH QUALIFIED PERSONNEL, UTILIZING INDUSTRY STANDARD PRACTICES AND TECHNIQUES.

THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL LANDSCAPING SHOWN OR IMPLIED ON THIS PLAN.

PRIOR TO INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR PLAN PREPARER IF SITE PLANTING CONDITIONS WARRANT RE-DESIGN CONSIDERATION AND VERIFY THE RECEIPT OF MOST CURRENT APPROVED BUFFER MANAGEMENT

PLAN.

A. MATERIALS

(1) PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES, AND GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. THEY SHALL HAVE BEEN ROOT PRUNED WITHIN THE LAST TWO

YEARS.

THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE, PEST, EGGS OR LARVAE, AND SHALL HAVE A HEALTHY, DEVELOPED ROOT SYSTEM. TREES AND SHRUBS SHALL NOT BE PRUNED BEFORE DELIVERY. ALL PLANTS WITH A DAMAGED OR CROOKED LEADER OR MULTIPLE LEADERS, ABRASIONS ON THE BARK, SUNSCALD, DISFIGURING KNOTS OR FRESH CUTS OVER 1 1/2" WILL BE REJECTED. THE OWNER RESERVES THE RIGHT TO HAVE THE PLANT MATERIAL INSPECTED AND TAGGED AT THE GROWING SITE AND TO REJECT ANY DEFICIENT MATERIAL AT THE JOB SITE. THE LANDSCAPE ARCHITECT OR PLAN PREPARER SHALL REJECT ANY AND ALL PLANT MATERIAL THAT DOES NOT MEET SPECIFICATIONS, IS

DISEASED, OR IS OTHERWISE UNHEALTHY.

EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL DEAD WOOD OR SUCKERS AND ALL BROKEN OR BADLY BRUISED BRANCHES SHALL BE REMOVED. CUTS OVER 1" IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE PAINT.

ALL TREES SHALL BE WRAPPED IMMEDIATELY AFTER THEY ARE PLANTED. APPROVED TREE WRAP SHALL BE INSTALLED ACCORDING TO

ACCEPTED INDUSTRY PRACTICE.

NO CHANGE IN QUANTITY, SIZE, KIND OR QUALITY OF PLANT SPECIFIED WILL BE PERMITTED WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT/DESIGNER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PLANT COUNT AND IN ANY INSTANCE WHERE THERE IS A DISCREPANCY BETWEEN THE PLAN VIEW AND THE LANDSCAPE SCHEDULE, THE PLAN VIEW SHALL

PRESIDE.

(2) TOPSOIL SHALL BE FERTILE, FRIABLE AND TYPICAL OF THE LOCALITY. IT SHALL BE FREE OF STONES, LUMPS, PLANTS, ROOTS, STICKS AND SHALL NOT BE DELIVERED IN A FROZEN OR MUDDY CONDITION. COMPACTED SOILS THAT CANNOT BE RESTORED TO A REASONABLE PLANTING SOIL SHALL BE REMOVED AND REPLACED WITH FRIABLE NATIVE SOILS.

(3) PLANTING SOIL (BACKFILL MIX) FOR PLANT BEDS SHALL BE THREE PARTS NATIVE TOPSOIL AND ONE PART LEAF-GRO.

(4) STAKING MATERIALS: GUY WIRE SHALL BE PLIABLE 12 GAUGE GALVANIZED TWISTED TWO STRAND WIRE. HOSE SHALL BE A SUITABLE LENGTH OF TWO-PLY, REINFORCED BLACK RUBBER HOSE 3/4" INCH IN DIAMETER; STAKES SHALL CONFORM TO THE DETAIL

ON THIS SHEET.

(5) MULCH: MULCH IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED. MULCH SHALL BE ORGANIC DOUBLE SHREDDED HARDWOOD BARK FREE OF HERBICIDES, LARGE CHUNKS AND WEEDS AND SEED AND AGED A MINIMUM OF 6 MONTHS.

(6) BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER AND DEPTH TO INCLUDE MOST OF THE FIBROUS ROOTS. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE BEEN DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL BE LOOSE IN THE CONTAINER.

(7) TREES IN LEAF WHEN PLANTED SHALL BE TREATED WITH ANTI-DESICCANT SUCH AS WILT-PROOF.

B. APPLICABLE SPECIFICATIONS AND STANDARDS:

(1) "STANDARDIZED PLANT NAMES," LATEST EDITION AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE.

(2) "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION, AMERICAN ASSOCIATION OF NURSERYMEN.

C. PRE-DELIVERY DIGGING AND HANDLING OF PLANT MATERIALS:

(1) IMMEDIATELY BEFORE DIGGING, SPRAY ALL EVERGREEN OR DECIDUOUS PLANT MATERIAL IN FULL LEAF WITH ANTI-DESICCANT, APPLYING AN ADEQUATE FILM OVER TRUNKS, BRANCHES, TWIGS, AND/ OR FOLIAGE.

(2) DIG BALL AND BURLAP (B&B) PLANTS WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER NOT LESS THAN THAT RECOMMENDED BY AMERICAN STANDARD FOR NURSERY STOCK, AND OF SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. PLANTS MOVED WITH A BALL WILL NOT BE ACCEPTED IF THE BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATIONS.

(3) THE LANDSCAPE CONTRACTOR SHALL PLAN DELIVER AND PLANT INSTALLATION TO MINIMIZE STRESS ON PLANT MATERIAL.

MATERIAL TO BE STAGED ON OR OFF THE JOB SITE SHALL BE LOCATED TO MAXIMIZE PROTECTION FROM HOT SUN AND DRYING WINDS AND SHALL BE WATERED TO MAINTAIN A STRESS FREE CONDITION. THE LACK OF AVAILABLE WATER SHALL NOT RELIEVE THE

CONTRACTOR OF ADEQUATE MAINTENANCE.

D. SITE PREPARATION:

PLANTING AREAS THAT HAVE BEEN IN CONSISTENT AGRICULTURAL PRODUCTION SHALL BE PLANTED WITH NO OTHER REQUIRED

SITE PREPARATION.

PLANTING AREAS THAT ARE VEGETATED AND STABLE WITH MINIMAL WEEDS SHALL BE MOWED TO 8" OR AS REQUIRED FOR

PLANTING OR SEEDLING INSTALLATION.

CONDITIONS DETRIMENTAL TO PLANTS: THE CONTRACTOR SHALL NOTIFY THE PROJECT REPRESENTATIVE IN WRITING OF ALL SOIL OR DRAINAGE CONDITIONS WHICH THE CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE CONDITIONS AND SUBMIT A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND

ACCEPTANCE BY THE PROJECT REPRESENTATIVE.

E. EXCAVATION OF PLANTING AREAS:

THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. COORDINATE WITH OTHER CONTRACTORS ON SITE AND MISS UTILITY TO VERIFY UTILITY LOCATIONS. ANY REPAIRS TO EXISTING UNDERGROUND UTILITIES REQUIRED AS A RESULT OF ACTIONS OF THE CONTRACTOR AND/OR HIS ASSIGNS SHALL BE BORNE BY THE CONTRACTOR.

STAKE OUT ON THE GROUND LOCATIONS FOR PLANTS AND OUTLINES OF AREA TO BE PLANTED AND OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT/DESIGNER BEFORE EXCAVATION IS BEGUN. CONTRACTOR IS TO CAUTIOUSLY TEST PIT AREAS WHERE UNDERGROUND UTILITIES (ELECTRIC, GAS, CABLE/COMMUNICATIONS LINES, WATER LINES, SEWER, ROOF LEADERS, STORM DRAIN PIPE, ETC.) ARE SUSPECTED TO EXIST AND WHERE PROPOSED TO BE PLACED ACCORDING TO PLAN TO AVOID ANY DAMAGE OR DISRUPTIONS TO SERVICES. DO NOT PLACE PLANTS DIRECTLY OVER ANY EXISTING UNDERGROUND UTILITIES. OFFSET A

REASONABLE AND PRACTICAL DISTANCE TO AVOID ANY IMMINENT OR FUTURE CONFLICT.

F. PLANTING OPERATIONS:

OWNER OR HIS REPRESENTATIVE SHALL BE NOTIFIED PRIOR TO BEGINNING PLANTING OPERATIONS.

DO NOT MIX OR PLACE SOILS AND SOIL AMENDMENTS IN FROZEN, WET OR MUDDY CONDITION. SUSPEND SOIL SPREADING, GRADING AND TILLING OPERATIONS DURING PERIODS OF EXCESS SOIL MOISTURE UNTIL MOISTURE CONTENT REACHES ACCEPTABLE LEVELS TO ATTAIN THE REQUIRED RESULTS. UNIFORMLY MOISTEN EXCESSIVELY DRY SOIL THAT IS NOT WORKABLE AND TOO DUSTY.

TREE PITS SHALL BE EXCAVATED TO A DEPTH THAT ALLOWS FOR THE PLANTS TO BE SET AT THE SAME RELATIONSHIP TO FINISHED GRADE AS THEY BORE TO THE GROUND FROM WHICH THEY WERE DUG. ADD 1 OZ. OF MYCOAPPLY ENDO GRANULAR PER 2 CU.FT. OF BACKSOIL TO THE SIDES OF THE ROOTBALL. PLANTING PITS SHALL BE DUG A MINIUM OF 6 INCHES BELOW THE ROOT BALL AND 2 FEET PAST THE EDGE OF THE ROOT BALL TO ALLOW ROOM FOR AN EXPANDED AREA OF PLANTING SOIL. USE PLANTING SOIL TO BACKFILL APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE INSTALLING REMAINDER OF THE PLANTING SOIL TO TOP OF PIT, ELIMINATING ALL AIR POCKETS. SET PLANTS PLUMB AND BRACE RIGIDLY IN POSITION UNTIL THE PLANTING SOIL HAS BEEN STAMPED SOLIDLY AROUND THE BALL AND ROOTS. CUT ROPES OR STRINGS FROM TOP OF BALL AFTER PLANT HAS BEEN SET. LEAVE BURLAP OR CLOTH WRAPPING INTACT AROUND BALLS. TURN UNDER AND BURY PORTIONS OF BURLAP AT TOP OF BALL. FOR CONTAINER GROWN PERENNIALS, CAREFULLY REMOVE FROM CONTAINERS WITHOUT BREAKING APART PLANTS OR ROOT SYSTEMS AND GENTLY LOOSEN SOIL. PLACE IN PIT EXCAVATED TO THE DEPTH THAT ALLOWS FOR THE PLANT TO BE SET AT ITS FORMER GRADE. BACKFILL

TO 2/3 FULL AND WATER THOROUGHLY. BACKFILL WITH REMAINING PLANTING SOIL TO TOP OF PIT, ELIMINATING ALL AIR POCKETS.

DISPOSE OF REMOVED CONTAINERS OFFSITE AT AN APPROVED LANDFILL.

PROTECT PLANTS AT ALL TIMES FROM SUN OR DRYING WINDS. PLANTS THAT CANNOT BE PLANTED IMMEDIATELY ON DELIVERY SHALL BE KEPT IN THE SHADE, WELL PROTECTED WITH SOIL, WET MOSS OR OTHER ACCEPTABLE MATERIAL AND SHALL BE KEPT WELL WATERED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN THREE DAYS AFTER DELIVERY. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE LIFTED AND HANDLED FROM

THE BOTTOM OF THE BALL ONLY.

MULCH ALL PITS AND BEDS WITH A TWO-INCH LAYER OF BARKMULCH IMMEDIATELY AFTER PLANTING. TO WORKED BEDS OF HERBACEOUS PERENNIALS ADD MULCH TO A DEPTH OF 2". PROVIDE AN 3-FOOT DIAMETER MULCH CIRCLE AROUND THE BASE OF ALL LARGE TREES. IN NO INSTANCE IS MULCH TO BE PILED AGAINST THE BASE OF TREE AND SHRUB TRUNKS. MULCH AREAS AROUND BASE OF EACH PLANT AND IN PLANTER AREAS. WATER ALL PLANTS IMMEDIATELY AFTER PLANTING.

SEED INSTALLATION: FEATHER GRADE TO PREP SURFACE FOR SEED. SPREAD SEED FOR EVEN COVERAGE. COVER SEEDED AREAS WITH 12" TO 1" OF COMPOST. INSTALL AND STAKE BIODEGRADABLE TEMPORARY MATTING TO PROTECT GRASS SEED AND

BIORETENTION SEED MIXES DURING ESTABLISHMENT.

G. STAKING AND PRUNING:

STAKE LARGE TREES IMMEDIATELY AFTER PLANTING. PLANTS SHALL STAND PLUMB AFTER STAKING. STAKES AND GUY WIRES SHALL BE OF THE SIZE AND MATERIAL SPECIFIED ABOVE AND POSITIONED AS SHOWN ON THE ACCOMPANYING PLANTING DETAIL. THEY SHALL BE REMOVED AT THE END OF THE GUARANTEE PERIOD AND DISPOSED OF OFF SITE BY THE CONTRACTOR.

REMOVE ALL DEAD WOOD, SUCKERS, OR BROKEN BRANCHES AND PRESERVE THE NATURAL CHARACTER OF THE PLANT.

H. POST PLANTING RESPONSIBILITIES:

THE OWNER/DEVELOPER THROUGH HIS/HER CONTRACT WITH THE LANDSCAPE CONTRACTOR IS RESPONSIBLE AND SHALL INSURE ADEQUATE MAINTENANCE IS PROVIDED THROUGH THE INSTALLATION AND WARRANTY PERIOD AND FINAL INSPECTION BY THE

APPROPRIATE REGULATORY AGENCY.

LANDSCAPING SPECIFICATIONS

03-28-23

"PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I

AM A DULY LICENSE PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

LICENSE NO. 21591, EXPIRATION DATE: 05/14/27"

J un e

: G :\T ow n of O xf or d\

St ra nd

Pk g Lo t I m pr ov em en ts \D

W G\

.d w g

BYREVISION DESCRIPTION DATE * MESSICK GROUP INC. T/A MESSICK AND ASSOCIATES

7 OLD SOLOMONS ISLAND ROAD, SUITE 202

ANNAPOLIS, MARYLAND 21401

(410) 266-3212 * FAX (410) 266-3502

email: engr@messickandassociates.com

MESSICK & ASSOCIATES

CONSULTING ENGINEERS,

PLANNERS AND SURVEYORS

A M

OWNER:

COMMISSIONERS OF OXFORD

PO BOX 339

OXFORD, MD 21654

Oxford Comprehensive Shoreline Resilience Project

TOWN OF OXFORD

404 STRAND

OXFORD, MD 21654

TM: 400 GRID: OX PRCL: 664

THIRD ASSESSMENT DISTRICT

TAX ACCT: 03-127044

TALBOT COUNTY, MARYLAND 21654

ZONING: COMMERCIAL

NOT FOR

CONSTRUCTION

LANDSCAPE DETAILS

SCALE: AS SHOWN DATE: JUNE 2026 SHEET: 6 OF 12

AutoCAD SHX Text

3" MULCH

AutoCAD SHX Text

DO NOT CUT LEADER

AutoCAD SHX Text 1"-2"

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2' MIN.

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12" MIN. PAST

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ROOT BALL

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MIN.

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NOT TO SCALE

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RUBBER HOSES 2/3 UP TREE OR TO FIRST BRANCH

AutoCAD SHX Text TREES TO BE STAKED WITH 2"x 2"x 8' TALL (MIN.) HARDWOOD STAKES ON THREE SIDES SPACED 120°

AutoCAD SHX Text SET OF ROOTBALL ABOVE 18 OF ROOTBALL ABOVE FINISHED GRADE UNLESS OTHERWISE REQUIRED BY SOIL CONDITIONS.

AutoCAD SHX Text

3" EARTH SAUCER AROUND TREE

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CUT & REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF TREE BALL

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SCARIFY SUBSOIL 6" MIN.

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2 STRANDS OF GALVANIZED WIRE GUY WIRES TWISTED UNTIL TAUT.

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UNDISTURBED SUBGRADE

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1/2 TREE HEIGHT (MIN) OR 6' MAX. HT.

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6"MIN.

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TYPICAL FOR DECIDUOUS AND EVERGREEN TREES

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BACKFILL WITH SOIL MIXTURE OF 1 PART TOPSOIL AND 1 PART LEAF GRO

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ROOT BALL

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UNDISTURBED SUBGRADE

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NOT TO SCALE

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MIN.

AutoCAD SHX Text 6"

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12"MIN.

AutoCAD SHX Text SET OF ROOTBALL ABOVE 18 OF ROOTBALL ABOVE FINISHED GRADE UNLESS OTHERWISE REQUIRED BY SOIL CONDITIONS.

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DEPTH

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VARIES

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BACKFILL WITH SOIL MIXTURE OF 1 PART TOPSOIL AND 1 PART LEAF GRO

AutoCAD SHX Text

CUT AND REMOVE BURLAP FROM TIP OF 1/3 OF BALL

AutoCAD SHX Text PROVIDE CONTIGOUS MULCH BED - 2.5' WIDTH MIN. FROM CENTER OF SHRUB; REMOVE ALL EXISTING GRASS WITHIN BED LMIITS

AutoCAD SHX Text FOR SHRUBS PLANTED IN GROUPS, MULCH THE ENTIRE AREA AROUND THE OUTER LIMITS OF THE BED AND NOT EACH SHRUB INDIVIDUALLY.

AutoCAD SHX Text

NOT TO SCALE

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NOT TO SCALE

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REMOVE BURLAP FROM TOP

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IN UNDISTURBED SOIL

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STAKES 18" BELOW TREE PIT

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SETTING BED (COMPACTED)

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1/3 OF EARTH BALL

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PLANTING MIXTURE

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(3 REQUIRED)

AutoCAD SHX Text 2"x 4"x 30" GUY STAKE

AutoCAD SHX Text

MOUNDED EARTH SAUCER

AutoCAD SHX Text 18"

AutoCAD SHX Text NOTE: STAKE TREES UNDER 3" CALIPER. GUY TREES OVER 3" CALIPER. PRUNE TREES JUST AFTER DIGGING TO REDUCE CROWN <30%. DO NOT CUT MAIN LEADER. IF SIDE BRANCHES ARE CUT TO BALANCE TREE, MAKE CUTS FLUSH WITH A LATERAL BRANCH.

AutoCAD SHX Text

3" SHREDDED HARDWOOD MULCH

AutoCAD SHX Text 3"> x 4' OAK STAKE(S)

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APPROVED TREE WRAP

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3" GALV. TURNBUCKLE

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(2 STRANDS TWISTED)

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#12 GALV. WIRE

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REINFORCED RUBBER HOSE

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TO 8' CLEAR HEIGHT

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LIMB UP STREET TREES

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GROUND

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TREE PIT IN UNDISTURBED

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STAKES SET 18" BELOW

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SETTING BED (COMPACTED)

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TOP 1/3 OF EARTH BALL

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REMOVE BURLAP FROM

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SOIL MIXTURE

AutoCAD SHX Text 18"

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HARDWOOD MULCH

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3" SHREDDED

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MOUNDED

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EARTH SAUCER

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#12 GALV. WIRE

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(3) OAK STAKES

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REINFORCED RUBBER

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HOSE

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NOTE: STAKE EVERGREEN

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TREES ABOVE 5' HEIGHT.

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NOT TO SCALE

20'-24' TRAVEL WAY

1'-4'

1 12" HOT MIX ASPHALT SURFACE COURSE (SF)

2 12" HOT MIX ASPHALT BASE COURSE (BF)

8" DENSE GRADED AGGREGATE BASE COURSE (GAB) (PLACED IN TWO COURSES)

MOUNTABLE CURB (SEE DETAIL THIS SHEET)

6" REINFORCED CONCRETE SIDEWALK CONC SIDEWALK

#3 CONCRETE MIX WITH #4 REBAR

PLACED 6" ON CENTER IN EACH DIRECTION ELEVATED 2" FROM BOTTOM OF POUR

WITH 4x4 WELDED WIRE MESH TIED TO REBAR.

1-5%1-5%2%

6" CR-6

MILL AND

OVERLAY

PAVEMENT

WIDENING

MILL AND

OVERLAY

PAVEMENT

WIDENING

03-28-23

"PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE

DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I

AM A DULY LICENSE PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF MARYLAND,

LICENSE NO. 21591, EXPIRATION DATE: 05/14/27"

J un e

: G :\T ow n of O xf or d\

St ra nd

Pk g Lo t I m pr ov em en ts \D

W G\

E 1.

dw g

BYREVISION DESCRIPTION DATE * MESSICK GROUP INC. T/A MESSICK AND ASSOCIATES

7 OLD SOLOMONS ISLAND ROAD, SUITE 202

ANNAPOLIS, MARYLAND 21401

(410) 266-3212 * FAX (410) 266-3502

email: engr@messickandassociates.com

MESSICK & ASSOCIATES

CONSULTING ENGINEERS,

PLANNERS AND SURVEYORS

A M

OWNER:

COMMISSIONERS OF OXFORD

PO BOX 339

OXFORD, MD 21654

Oxford Comprehensive Shoreline Resilience Project

TOWN OF OXFORD

404 STRAND

OXFORD, MD 21654

TM: 400 GRID: OX PRCL: 664

THIRD ASSESSMENT DISTRICT

TAX ACCT: 03-127044

TALBOT COUNTY, MARYLAND 21654

ZONING: COMMERCIAL

NOT FOR

CONSTRUCTION

SHEET: 7 OF 12

SITE DETAILS

SCALE: AS SHOWN DATE: JUNE 2026

6" TYP.

2" CLR. 1.5"

MOUNTABLE CURB & GUTTER DETAIL

NTS

6" MIN FOR SOIL LAYER.

VALLEY GUTTER DETAIL

NTS

FOREBAY DETAIL

NTS

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MIN 1" TIE ROD TO

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MOORING IS REQUIRED

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FILTER CLOTH

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#2 STONE

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TIE BACK PILES

AutoCAD SHX Text PR. 6"x8" WHALERS

AutoCAD SHX Text M.L.W.

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EX. GRADE

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ADD 4' WHERE BOAT

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COMPACTED BACKFILL

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INSTALL TEMPORARY SHEETING

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& SHORING TO SUPPORT PATIO

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SOIL BEHIND NEW BULKHEAD

AutoCAD SHX Text 1'

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TRENCH FRAME WITH GRATED COVER

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NEENAH R-4991-EX, OR EQUAL.

AutoCAD SHX Text #4 @ 12" o.c. (typ.)

AutoCAD SHX Text 3/8" D. x 4" HOOKED

AutoCAD SHX Text ANCHOR BOLTS @ 24" o.c.

AutoCAD SHX Text 3-#4

AutoCAD SHX Text #4 @ 10" o.c.

AutoCAD SHX Text 1/8"

AutoCAD SHX Text 2"

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NOT TO SCALE

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3" CLR.

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CHANNEL DRAIN DETAIL

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SLOPE FLOOR TOWARD

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OUTLET 1% MIN.

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TYPE A - REPLACEMENT BULKHEAD (ADD ALTERNATE)

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FILTER FABRIC

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3" MULCH

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1.2' GRAVEL LAYER

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TOP

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PROP. PERFORATED

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BOTTOM

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4" PVC SCHD. 40

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PERFOR…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 10, 2026.