B.08 RFP_Att#2a_Conceptual Site Plan_Option-1.pdf

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Attached to
Water Supply Storage System Bazum Village, Armenia (Design-Build Construction)
Solicitation number
W912GB26RA030
Issued by

About this file

This is a conceptual site plan drawing (Attachment 2.1) for a water supply system project in Bazum Village, Armenia, prepared by the U.S. Army Corps of Engineers, Europe District. The project (Project #574554) is designated as an RFP and presents Option 1 for the village water infrastructure.

The proposed system includes two 100,000-liter water storage tanks with a shared concrete foundation, a stilling basin with pump intake to draw water directly from the river, an enclosed pump and water treatment station with chlorination capability (separated by an internal wall), and associated infrastructure including water lines, power supply, lighting, and telecommunications. The design incorporates erosion protection and a weir structure at the river intake to maintain adequate water levels for pumping. Key site features shown include an existing abandoned water collection tank (to be abandoned in place with existing concrete fence repaired), an existing electrical substation, Highway M3, and existing chain link fencing requiring relocation. The plan specifies that contractors must verify all existing conditions in the field, ensure water tanks are accessible to maintenance vehicles, provide secure fencing with authorized personnel access, and house the pump and chlorination stations in an enclosed structure with environmental protection. The site plan uses aerial imagery, GIS data, and site visit photos to depict existing conditions at a scale of 1:300.

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© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

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ATT 2.1

SCALE: 1:300

CONCEPT SITE PLANA1

GENERAL SHEET NOTES

1. DRAWINGS PROVIDED FOR INFORMATION ONLY AND MUST BE

VERIFIED IN THE FIELD BY THE CONTRACTOR.

2. EXISTING CONDITIONS SHOWN ARE THE COMBINED RESULT OF

AERIAL IMAGERY, GIS, AND SITE VISIT PHOTOS. CONTRACTOR MUST

FIELD VERIFY ALL EXISTING CONDITIONS.

3. THERE WILL BE ONE FOUNDATION FOR THE TWO PROPOSED

WATER TANKS.

4. OPTION 1 IS TAKING WATER DIRECTLY FROM THE RIVER FROM A

STILLING BASIN.

5. THE PUMP STATION AND CHLORINATION STATION SHALL BE

ENCLOSED FOR SECURITY AND TO PROTECT THEM FROM THE

ELEMENTS.

6. THE PUMP AND CHLORINATION STATION CAN SHARE AN

ENCLOSURE, BUT MUST BE SEPARATED BY A WALL.

7. PROVIDE A STILLING BASIN TO ALLOW THE WATER TO SETTLE

BEFORE PUMPING IT OUT. PROVIDE EROSION PROTECTION AND A

WEIR STRUCTURE TO HELP KEEP THE WATER AT A LEVEL TO

ALLOW PUMPING.

8. THE EXISTING WATER COLLECTION TANK WAS PROPOSED TO BE

ABANDONED IN PLACE. THE CUSTOMER SUGGESTED REPAIRING

THE EXISTING CONCRETE FENCE TO LIMIT ACCESS TO THE

ABANDONED STRUCTURE.

9. ENSURE THAT THE PROPOSED WATER TANKS ARE ACCESSIBLE TO

WATER TRUCKS AND MAINTENANCE VEHICLES.

10.THE EXISTING CHAIN LINK FENCE WILL REQUIRE RELOCATION.

11.PROVIDE FENCING WITH GATES TO PREVENT UNAUTHORIZED

ACCESS TO THE SITE FEATURES BUT ALLOW EASY ACCESS TO

AUTHORIZED PERSONNEL.

KEYNOTESXX

1 EXISTING HIGHWAY M3

EXISTING ABANDONED WATER COLLECTION TANK2

EXISTING ELECTRICAL SUBSTATION3

PROPOSED TWO 100,000 LITER WATER STORAGE TANKS

WITH CONCRETE FOUNDATION

PROPOSED STILLING BASIN WITH PUMP INTAKE

PROPOSED ENCLOSURE AND CONCRETE FOUNDATION FOR

PUMP AND WATER TREATMENT STATION

EXISTING CONCRETE FENCE

LEGEND

EXISTING FENCE

W W WPROPOSED WATER LINE

PROPOSED CONCRETE PAVEMENT

Meters

24120

E E EPROPOSED POWER SUPPLY

EXISTING CHAIN LINK FENCE

10 PROPOSED CHLORINATION SYSTEM

EXISTING BUILDING FOOTPRINT

PROPOSED STILLING BASIN

EXISTING APPROXIMATE

RIVER PATH

PROPOSED CHLORINATION STATION

PROPOSED INTAKE PUMP

PROPOSED INTAKE PUMP TO BRING WATER FROM THE

STILLING BASIN

EXISTING UNUSED BUILDING WITH ALTERNATE ELECTRICAL

SUBSTATION

COMMPROPOSED POWER SUPPLY

PROPOSED LIGHT POLE

PROPOSED TELECOMMUNICATIONS ENCLOSURE WITH

CONCRETE PAD

PROPOSED FENCE

Sheets and Views
RFP ATT 2 -OP 1

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