A.02 SOW_Att 2_Conceptual Site Plan.pdf
PDF 353 KB Posted
- Attached to
- Birzai Fire and Rescue Station Reno, Lithuania
- Solicitation number
- IEU-25-0024
- Issued by
-
Department of the Army European Command
About this file
This is a conceptual site plan drawing for the Birzai Fire and Rescue Station renovation project in Birzai, Lithuania. The drawing shows the main building and annex layout with proposed perimeter drainage improvements, including a drainage trench system that connects to the municipal storm sewer.
The plan details specific site elements including existing electrical equipment to be protected, an above-ground pipe of unknown utility, light poles, concrete pavement, pavers, and fencing. Key requirements include excavation to the full depth of concrete and masonry walls below grade for waterproofing membrane application, installation of a minimum 1-meter wide concrete perimeter apron, and protection of existing utilities. The site is located at the intersection of Vilniaus G-VĖ and J.Janonio G-VĖ streets, with specific notes indicating that actual storm and sanitary sewer connection points will need to be determined by the contractor based on site survey.
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Text version
ATT #2
C O
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TU
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IR
ZA
I F
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A N
D R
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I, LI
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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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