DRAWINGS ATTACHMENTS- G-012-211-010_Final Drawings_Binder - Belvie Mann -DNR-.pdf

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Attached to
OFFICE & GARAGE RENOVATIONS @ BEAR CREEK
Solicitation number
BPM044418
Issued by
Garrett County, Aberdeen City, Maryland

About this file

This document contains drawings and specifications for renovations to the Garage, Carpenter's Shop, and Office area of the Bear Creek Fish Hatchery located at 956 Fish Hatchery Road in Accident, Garrett County, Maryland. The project is being managed by the Maryland Department of Natural Resources and involves removing and replacing walls, doors, lighting, and other finishes in the existing building. The work must be completed while the facility remains occupied, and the contractor is required to coordinate with the staff to minimize disruptions. Electrical inspections are a key requirement of this project, and the contractor must provide copies of all inspections prior to substantial completion.

The renovation project has a total construction budget but details on pricing terms, funding sources, or set-asides are not provided in this document. The contract will be awarded by the State of Maryland, and the project is located within the jurisdictions of Garrett County and the city of Aberdeen. No information is given regarding the incumbent contractor or the current contract environment.

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Text version

GARAGE BAY

19' X 25'

GARAGE BAYS

23' X 25'

OFFICE AREA 1

11' X 23'

CARPENTER SHOP

12' X 23'

OFFICE AREA 2

15' X 23'

Project Number:

Drawing Number:

Date: 09/27/22

M

D

D e p t o f

N a t u r a l

R e s o u r c e s

DEPARTMENT OF NATURAL RESOURCES

BEAR CREEK FISH HATCHERY

956 FISH HATCHERY ROAD

ACCIDENT, GARRETT COUNTY, MARYLAND

A-1

SHEET 2 OF 4

G-012-211-010EXISTING BUILDING PLANState of Maryland

Engineering & Construction

PROJECT NOTES:

1. LIMIT WORK TO AREAS IDENTIFIED ON THE PLANS.

2. BREAKER PANEL LOCATED AT THE OPPOSITE END OF THE

BUILDING IN THE GARAGE BAY AS SHOWN. ELECTRICAL

INSPECTIONS ARE A REQUIREMENT OF THIS PROJECT.

COPIES OF ALL INSPECTIONS MUST BE PROVIDED PRIOR

TO SUBSTANTIAL COMPLETION.

3. BUILDING WILL BE OCCUPIED WHILE WORK IS

PERFORMED. COORDINATE WITH STAFF TO MINIMIZE

DISRUPTIONS TO WORK ACTIVITIES.

4. REMOVE ALL DEBRIS AND PROPERLY DISPOSE OF OFF

STATE PROPERTY.

PROJECT WORK AREA

A

OFFICE BUILDING EXISTING CONDITIONS PLAN

SCALE: 1/4" = 1'-0"

BREAKER PANEL

LOCATION

K-8762ESSEXFAUCETSBRASS

NEW WOOD

SHOP AREA

Project Number:

Drawing Number:

Date: 09/27/22

M

D

D e p t o f

N a t u r a l

R e s o u r c e s

DEPARTMENT OF NATURAL RESOURCES

A

OFFICE BUILDING PROPOSED PLAN

SCALE: 1/4" = 1'-0"

8'-6"

HW

Engineering & Construction

State of Maryland EXISTING BUILDING PLAN G-012-211-010

A-2

13'-7"

6'-7"

5'-2"

3'-4"

8'-9"

3'-6"

5'

40'-0"

REFERENCE

SHEET A-3

C

A-3

TREATMENT NOTES:

1. REMOVE CMU WALL AS SHOWN FROM THE EXISTING

DOOR JAMB TO THE BACK OF THE EXISTING FLUE.

REMOVE 2X FRAME WALL AS SHOWN.

2. REMOVE CMU FLUE ENTIRELY TO THE FOOTING. PATCH

ROOF AND FLOOR SLAB AS SPECIFIED.

3. WALL PANELING SHALL BE REMOVED FROM EXISTING

OFFICE AREA.

4. REMOVE AND REPLACE FOUR (4) DOORS WITH NEW

DOORS / JAMBS WITH THE SHOWN SWING AND SIZED PER

SPECIFICATIONS.

5. REMOVE EXTERIOR WOOD FRAME WALLS AS SPPECIFIED

AND REFRAMED WITH NEW 2X6 SHEATHED WITH

PLYWOOD FLUSH WITH ADJACENT EXTERIOR WALL

FACES.

6. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION

AROUND THE IT SERVER TO ENSURE NO DAMAGE

OCCURS.

6.1. SERVER WILL BE RELOCATED BY DNR. ALL IT BOXES

AND CONNECTIONS WILL BE PERFORMED BY DNR.

7. REMOVE DROP CEILINGS FROM THE OFFICE AREA AND

INSTALL NEW DROP CEILING TO INCLUDE GRID AND TILES

OVER NEW OFFICE AND BATHROOM AREAS.

8. REMOVE ALL FLOURESCENT LIGHT FIXTURES

THROUGHOUT THE OFFICE, SHOP, AND BATH AND

REPLACE WITH NEW LED FIXTURES AS SPECIFIED.

9. REMOVE ALL FINISHES AND FIXTURES FROM THE BATH

AND INSTALL NEW AS SPECIFIED.

10. INSTALL NEW SIDEWALK PER SPECIFICATIONS AND AS

DETAILED ON SHEET A-3.

11. INSTALL NEW EMERGENCY EYE WASH STATION PER

SPECIFICATIONS.

NEW OFFICE AREA NEW OFFICE AREA

ACCIDENT, GARRETT COUNTY, MARYLAND

956 FISH HATCHERY ROAD

BEAR CREEK FISH HATCHERY

5'-0"2'-8"

SHEET 3 OF 4

K-8762ESSEXFAUCETSBRASS

Project Number:

Drawing Number:

Date: 09/27/22

M

D

D e p t o f

N a t u r a l

R e s o u r c e s

DEPARTMENT OF NATURAL RESOURCES

LOCATION OF

EXTERIOR FACADE

IMPROVEMENTS.

A

BUILDING SCHEMATIC

SCALE: 1/16" = 1'-0"

DETAILS G-012-211-010

SHEET 4 OF 4

A-3

State of Maryland

Engineering & Construction

B

PROPOSED SIDEWALK SECTION

N.T.S.

D

PROPOSED ELEVATION

SCALE: 1/8" = 1'-0"

D

A-3

PROPOSED STONE VENEER

WITH CAP STONE.

PROPOSED VERTICAL METAL

SIDING.

NEW ADA COMPLIANT

EXTERIOR DOORS.

EXISTING GARAGE DOORS

AND SIDING TO REMAIN..

PATCH ROOF AS REQUIRED

TO INFILL VOID FROM FLUE

REMOVAL.

NEW CASEMENT WINDOW TO

MATCH EXISTING.

C

PROPOSED KITCHEN ELEVATION

SCALE: 3/8" = 1'-0"

BEAR CREEK FISH HATCHERY

956 FISH HATCHERY ROAD

ACCIDENT, GARRETT COUNTY, MARYLAND

NEW CONCRETE

SIDEWALK PER

SPECIFICATIONS.

TIE SIDEWALK INTO EXISTING ASPHALT.

NEW SHA APPROVED 4,000 PSI

CONCRETE SIDEWALK W/ FIBER.

5" THICKNESS. MIN. WIDTH OF 5'.

6X6 10 GAUGE WIRE MESH REINFORCEMENT.

4" MIN. #57 STONE AGGREGATE BASE.

ENSURE POSITIVE FALL FROM BLDG.

" EXPANSION JOINT W/ JOINT SEALANT.

AutoCAD SHX Text

MAGNETIC NORTH

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