A.02 SOW_Att 2_Conceptual Site Plan.pdf
PDF 353 KB Posted
- Attached to
- Birzai Fire and Rescue Station Reno, Lithuania
- Solicitation number
- W912GB25R0035
- Issued by
-
Department of the Army European Command
About this file
The document is a Conceptual Site Plan for the Birzai Fire and Rescue Station renovation project in Birzai, Lithuania. The site plan provides detailed layout information for the main building and annex, including proposed and existing site features. Key site elements include a proposed concrete perimeter apron with a minimum 1-meter width, perimeter drainage trenches, connections to existing municipal storm sewers, and areas for excavation and waterproofing membrane application. The plan indicates existing site infrastructure such as electrical equipment, fencing, driveways, and an adjacent building not included in the project scope. Specific notes highlight the need for the contractor to verify underground utility locations, storm sewer connection points, and the extent of below-grade basement and stem walls.
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Text version
ATT #2
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APPROXIMATE SCALE IN METERS
NOTES:
1. EXISTING MUNICIPAL STORM AND SANITARY SEWER LOCATIONS
ARE UNKNOWN AT THIS STAGE OF DESIGN AND CONNECTION
POINTS ARE FOR ILLUSTRATION PURPOSED ONLY. ACTUAL
STORM SEWER LOCATION TO BE LOCATED BY CONTRACTOR.
2. CONNECT PERIMETER DRAINAGE COLLECTION SYSTEM TO
EXISTING MUNICIPAL STORM SEWER. ACTUAL CONNECTION
LOCATION TO BE DETERMINED BY CONTRACTOR BASED ON
SITE SURVEY.
LEGEND
EXISTING TREE/BUSH
EXISTING MANHOLE
EXISTING STRUCTURE
PROPOSED CONCRETE
PERIMETER APRON (1 METER
MIN. WIDTH)
EXISTING DRIVEWAY
PROPOSED PERIMETER DRAINAGE TRENCH
EXISTING FENCE (APPROX.)
PROPOSED PERIMETER
DRAINAGE TRENCH
CONNECT PROPOSED PERIMETER
DRAINAGE COLLECTION SYSTEM TO
EXISTING MUNICIPAL STORM SEWER
(SEE NOTE 2)
VI
LN
IA
US
G
VĖ
SITEENTRANCE
EXISTING CATCH BASIN
CONNECT PROPOSED PERIMETER
DRAINAGE COLLECTION SYSTEM TO
EXISTING MUNICIPAL STORM SEWER
(SEE NOTE 2)
J.JANONIO G. - VĖ
Meters
BIRZAI FIRE AND RESCUE STATION
- MAIN BUILDING
EXISTING ELECTRICAL
EQUIPMENT - TO BE
PROTECTED
EXISTING ELECTRICAL
EQUIPMENT - TO BE
PROTECTED
EXISTING ABOVE
GROUND PIPE
(UNKNOWN UTILITY) TO
BE PROTECTED
EXISTING LIGHTPOLE
PROPOSED CONCRETE PAVEMENT
EXISTING PAVERS
EXISTING FENCELINE
ADJACENT BUILDING -
NOT INCLUDED IN
PROJECT SCOPE.
ANNEX
EXCAVATE TO FULL DEPTH OF
WALLS BELOW GRADE (SEE
NOTE 3)
3. EXCAVATE TO THE FULL DEPTH OF CONCRETE AND
MASONRY WALLS BELOW GRADE FOR APPLICATION OF
WATERPROOFING MEMBRANE. REFER TO AS-BUILT
DRAWINGS FOR THE BASEMENT FLOOR PLAN. ACTUAL
EXTENTS OF BELOW GRADE BASEMENT AND STEM
WALLS TO BE VERIFIED BY THE CONTRACTOR.
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AutoCAD SHX Text Designed by: J. CARROLL
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AutoCAD SHX Text Date: 9 SEPT 24
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AutoCAD SHX Text US Army Corps
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U.S. ARMY CORPS OF ENGINEERS
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EUROPE DISTRICT
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WIESBADEN, GERMANY
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ENGINEERING TEAM
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APO, AE 09096
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