Muddy_Creek_Dredging_11-4-25_Drawings.pdf

PDF 2 MB Posted Nov 20, 2025

Attached to: Long Point Boat Basin & Muddy Creek Dredging Project
Solicitation number: BPM054130
Issued by: Queen Anne's County, Maryland

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Written by GovTribe AI · Nov 20, 2025

Summary

This is a drawing set prepared by George, Miles & Buhr, LLC for the Long Point Boat Basin & Muddy Creek Dredging Project in Queen Anne's County, Maryland, on behalf of Queen Anne's County Department of Parks and Recreation. The project involves mechanical dredging of Muddy Creek's access channel to the Chester River and a 51-slip community boat basin serving the Long Point Community Association and Bayview Condominiums Homeowners Association. The scope of work includes channel dredging totaling approximately 968 cubic yards, basin maintenance dredging of approximately 2,171 cubic yards, for a combined total of approximately 3,139 cubic yards of material. Dredged materials must be transported in watertight trucks to Dependable Sand, Stone and Recycling located at 12144 Ocean Gateway, Wye Mills, Maryland 21679. The contractor must install 12 channel daymarkers per U.S. Coast Guard requirements and perform all work by mechanical means only. Sealed bids are due to the Queen Anne's County Department of Parks and Recreation at 1945 4H Park Road, Centreville, Maryland 21617 by 2:00 P.M. local time on Monday, December 8, 2025. The contractor must notify Queen Anne's County 48 hours prior to commencing work and the Maryland Department of Environment at least five days in advance.

No dredging is permitted between April 15 and October 15 of any year to protect submerged aquatic vegetation, per Maryland Wetland License No. 19-0225 (R2) and U.S. Army Corps of Engineers Permit NAB-2019-60314. The project timeline consists of one day for videotaping project areas, four days for sediment control installation, four days for site preparation at the transfer location, 60 days for dredging operations and material placement, one day for sediment control removal, and four days for site restoration. The contractor must verify all existing utilities and obstructions, call Miss Utility (1-800-257-7777) at least 48 hours before any excavation or digging, and is prohibited from removing any piers, pilings, or structures without prior approval from the owner and county. The contractor bears full responsibility for protecting existing structures and roads and for repairing any damage at their own expense. All debris, trees, stumps, and tires encountered during dredging must be removed and properly disposed of and cannot be placed in waterways or at the disposal site.

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File	Type	Posted
Long_Point_Boat_Basin_Muddy_Creek_Dredging_Project_ITB_ADDENDUM_1_Nov_19_2025.pdf	PDF	Nov 20, 2025
Long_Point_-_Muddy_Creek_Dredging_Specs_11-13-25Rev.pdf	PDF	Nov 20, 2025

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G1.0

COVER SHEET

DESCRIPTION DATEREV. #

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LOCATION

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LONG POINT BOAT BASIN & MUDDY

CREEK DREDGING PROJECT

QUEEN ANNE'S COUNTY, MARYLAND

GMB FILE NO. 250199

GENERAL NOTES

GENERAL CONSTRUCTION NOTES

SEQUENCE OF OPERATIONS

BEFORE YOU DIG CALL

1-800-257-7777 OR DIAL 811

LIST OF DRAWINGS

ABBREVIATIONS

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DESIGN BY

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GEORGE, MILES & BUHR, LLC

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SALISBURY BALTIMORE SEAFORD

AutoCAD SHX Text www.gmbnet.com

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206 DOWNTOWN PLAZA

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SALISBURY, MARYLAND 21801

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410-742-3115, FAX 410-548-5790

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SHEET NO.

AutoCAD SHX Text g:\Projects\2025\250199 long point & muddy creek dredging\Drawings\Current\Cover Sheet (250199).dwg, 11/4/2025 3:27 PM, Tyler F.V. Tuthill

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1. MEAN TIDAL RANGE IS APPROXIMATELY 1.0 FEET. MEAN TIDAL RANGE IS APPROXIMATELY 1.0 FEET. 2. HYDROGRAPHIC SURVEY OF MUDDY CREEK WAS PERFORMED BY PLITCO ENGINEERING ON HYDROGRAPHIC SURVEY OF MUDDY CREEK WAS PERFORMED BY PLITCO ENGINEERING ON SEPTEMBER 12, 2025. 3. HORIZONTAL CONTROL IS BASED UPON THE MARYLAND STATE COORDINATE SYSTEM HORIZONTAL CONTROL IS BASED UPON THE MARYLAND STATE COORDINATE SYSTEM (NAD83/1991) 4. VERTICAL CONTROL IS BASED UPON NAV88 WITH 0'NAVD88 = 0.91 MLW. VERTICAL CONTROL IS BASED UPON NAV88 WITH 0'NAVD88 = 0.91 MLW. 5. NO DREDGING SHALL BE CONDUCTED DURING THE PERIOD FROM 15 APRIL TO 15 NO DREDGING SHALL BE CONDUCTED DURING THE PERIOD FROM 15 APRIL TO 15 OCTOBER, INCLUSIVE OF ANY YEAR, IN ORDER TO PROTECT SUBMERGED AQUATIC VEGETATION. 6. MARYLAND WETLAND LICENSE NO. 19-0225 (R2) AND USACE PERMIT NAB-2019-60314.MARYLAND WETLAND LICENSE NO. 19-0225 (R2) AND USACE PERMIT NAB-2019-60314.

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1. THE EXISTING UTILITIES AND OBSTRUCTIONS SHALL BE VERIFIED BY THE CONTRACTOR TO THE EXISTING UTILITIES AND OBSTRUCTIONS SHALL BE VERIFIED BY THE CONTRACTOR TO THEIR SATISFACTION PRIOR TO CONSTRUCTION. NECESSARY PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING SERVICES AND MAINS AND ANY DAMAGE TO THEM SHALL BE REPAIRED IMMEDIATELY AT THEIR OWN EXPENSE. 2. THE CONTRACTOR SHALL CALL "MISS UTILITY" (1-800-257-7777) A MINIMUM OF 48 THE CONTRACTOR SHALL CALL "MISS UTILITY" (1-800-257-7777) A MINIMUM OF 48 HOURS IN ADVANCE OF ANY EXCAVATION, BORING, PILE DRIVING AND/OR DIGGING FOR THE LOCATION OF GAS, ELECTRIC, TELEPHONE, WATER AND SEWER LINES. 3. CONTRACTOR MAY NOT REMOVE ANY PIERS, PILINGS, OR STRUCTURES WITHOUT PRIOR CONTRACTOR MAY NOT REMOVE ANY PIERS, PILINGS, OR STRUCTURES WITHOUT PRIOR APPROVAL OF THE OWNER AND THE COUNTY. 4. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES INCLUDING BUT NOT LIMITED TO THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES INCLUDING BUT NOT LIMITED TO ROADS, CURBS, SIDEWALKS, BUILDINGS, BULKHEAD, BOAT RAMP, PIERS AND MOORING PILES FROM DAMAGE. 5. THE CONTRACTOR SHALL REFER TO NOAA CHART 12272 FOR WATER DEPTHS, CABLE THE CONTRACTOR SHALL REFER TO NOAA CHART 12272 FOR WATER DEPTHS, CABLE CROSSING, BRIDGE CLEARANCES AND OTHER OBSTRUCTIONS TO DETERMINE ACCESS TO CONSTRUCTION SITE BY WATER. 6. 12 CHANNEL DAYMARKS ARE TO BE INSTALLED ALONG THE CHANNEL AS SHOWN ON THE 12 CHANNEL DAYMARKS ARE TO BE INSTALLED ALONG THE CHANNEL AS SHOWN ON THE SITE DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH USCG REQUIREMENTS. THIS WILL ELIMINATE PROP DREDGING OUTSIDE THE CHANNEL, LIMIT SOILS IN THE WATER COLUMN, AND PROTECT ADJACENT SAV (SUBMERGED AQUATIC VEGETATION) BEDS. 7. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ANY TREES, STUMPS, THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ANY TREES, STUMPS, TIRES OR OTHER DEBRIS ENCOUNTERED WITHIN THE DREDGE AREAS. THIS DEBRIS WILL NOT BE PERMITTED TO BE PLACED IN OR NEAR THE WATERWAYS OR AT THE DMP SITE. 8. DREDGE SPOILS SHALL BE MOVED IN WATERTIGHT TRUCKS TO DEPENDABLE SAND, STONE DREDGE SPOILS SHALL BE MOVED IN WATERTIGHT TRUCKS TO DEPENDABLE SAND, STONE AND RECYCLING, 12144 OCEAN GATEWAY, WYE MILLS, MD 21679. 9. THE CONTRACTOR SHALL DREDGE BY MECHANICAL MEANS ONLY.THE CONTRACTOR SHALL DREDGE BY MECHANICAL MEANS ONLY.

AutoCAD SHX Text STEP 1 - CONTRACTOR IS TO NOTIFY QUEEN ANNE'S COUNTY FORTY-EIGHT (48) HOURS - CONTRACTOR IS TO NOTIFY QUEEN ANNE'S COUNTY FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING DREDGING WORK, AND M.D.E. INSPECTIONS AND COMPLIANCE (410-901-4020) AT LEAST FIVE (5) DAYS PRIOR TO COMMENCING DREDGING WORK. SEE PERMITS FOR ANY OTHER REQUIRED NOTIFICATIONS AND ALL REQUIREMENTS. STEP 2 - VIDEO TAPE ALL PROJECT AREAS, INCLUDING BUT NOT LIMITED TO THE - VIDEO TAPE ALL PROJECT AREAS, INCLUDING BUT NOT LIMITED TO THE DREDGING AREA, TRANSFER SITE, ACCESS ROADS, AND DMP SITE. STEP 3 - INSTALL ANY REQUIRED SEDIMENT CONTROL DEVICES. - INSTALL ANY REQUIRED SEDIMENT CONTROL DEVICES. STEP 4 - PERFORM SITE PREPARATIONS AT TRANSFER LOCATION. STABILIZE ROAD TO - PERFORM SITE PREPARATIONS AT TRANSFER LOCATION. STABILIZE ROAD TO PREVENT DAMAGE. STEP 5 - PERFORM DREDGING AND PLACE DREDGED MATERIALS AT THE SPECIFIED - PERFORM DREDGING AND PLACE DREDGED MATERIALS AT THE SPECIFIED DMP SITE AS SPECIFIED IN THE CONTRACT DOCUMENTS AND INSTALL DAYMARKERS STEP 6 - REMOVE ALL SEDIMENT CONTROLS WITH APPROVAL FROM THE SEDIMENT - REMOVE ALL SEDIMENT CONTROLS WITH APPROVAL FROM THE SEDIMENT CONTROL INSPECTOR. STEP 7 - RESTORE SITE COMPONENTS DISRUPTED BY PROJECT WORK TO PRE-PROJECT - RESTORE SITE COMPONENTS DISRUPTED BY PROJECT WORK TO PRE-PROJECT CONDITIONS. INCLUDING SEEDING, ROAD REPAIRS, ETC.

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1 DAY 1 DAY 4 DAYS 4 DAYS 60 DAYS 1 DAY 4 DAYS

AutoCAD SHX Text SHEET NUMBER SHEET TITLE SHEET TITLE SHEET TITLE G1.0 COVER SHEET COVER SHEET C1.1 CHANNEL AND BASIN DREDGING PLAN CHANNEL AND BASIN DREDGING PLAN C1.2 CHANNEL DREDGING PLAN CHANNEL DREDGING PLAN C1.3 CHANNEL DREDGING PLAN CHANNEL DREDGING PLAN C2.1 STATION SECTIONS STATION SECTIONS C2.2 STATION SECTIONS STATION SECTIONS C2.3 STATION SECTIONSSTATION SECTIONS

AutoCAD SHX Text EX. - EXISTING FEATURE, STRUCTURE, OR OBJECT - EXISTING FEATURE, STRUCTURE, OR OBJECT PR. - PROPOSED - PROPOSED BLDG - BUILDING - BUILDING TYP. - TYPICAL - TYPICAL SF - SQUARE FEET - SQUARE FEET LF - LINEAR FEET - LINEAR FEET CY - CUBIC YARDS - CUBIC YARDS DMP - DREDGED MATERIAL PLACEMENT - DREDGED MATERIAL PLACEMENT MLW - MEAN LOW WATER - MEAN LOW WATER MHW - MEAN HIGH WATER - MEAN HIGH WATER WSE - WATER SURFACE ELEVATION - WATER SURFACE ELEVATION STA. - STATION- STATION c COPYRIGHT 2025 GEORGE, MILES & BUHR, LLC

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LEGEND: CHANNEL DREDGING BASIN MAINTENANCE DREDGING DAYMARKERS TO BE INSTALLED

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SALISBURY BALTIMORE SEAFORD

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SALISBURY, MARYLAND 21801

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410-742-3115, FAX 410-548-5790

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APPROXIMATE DREDGE VOLUMES: ESTIMATE AT -3 MLW BASED ON RECENT SURVEY CHANNEL = 968 CY = 968 CY BASIN = 2171 CY = 2171 CY TOTAL = 3139 CY= 3139 CY

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LEGEND: CHANNEL DREDGING BASIN MAINTENANCE DREDGING DAYMARKERS TO BE INSTALLED

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NOTES: 1. VERTICAL CONTROL IS BASED UPON NAV88 WITH 0.0' NAV88 = 0.91' MLW. VERTICAL CONTROL IS BASED UPON NAV88 WITH 0.0' NAV88 = 0.91' MLW. 2. PIER LOCATIONS SHOWN FOR GENERAL REFERENCE. CONTRACTOR TO CONFIRM.PIER LOCATIONS SHOWN FOR GENERAL REFERENCE. CONTRACTOR TO CONFIRM.

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SALISBURY BALTIMORE SEAFORD

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SALISBURY, MARYLAND 21801

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410-742-3115, FAX 410-548-5790

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Sheets and Views

Cover Sheet (250199) - G1.0

Proposed Site Plan 2.0 (250199) - S1.1

Proposed Site Plan 2.0 (250199) - S1.2

Proposed Site Plan 2.0 (250199) - S1.3

Station Sections (250199) - S2.1

Station Sections (250199) - S2.2

Station Sections (250199) - S2.3

File details come from the government source that posted it. Updated Nov 20, 2025.