A.01.13_118ECE908 AMDT 002 CU 101 dated 04292020 1 page.pdf
PDF 463 KB Posted
- Attached to
- DLA Fitness Center Renovation
- Solicitation number
- W9123620B2011
About this file
This document provides details on a federal construction contract opportunity for the renovation of a Defense Supply Center fitness center located in Richmond, Virginia. The project involves renovating Building 32, Bays F-G to relocate an existing fitness center and create new functional spaces including offices, a wellness center, racquetball courts, fitness rooms, a gymnasium with regulation basketball court and bleacher seating, locker rooms with showers and restrooms, and storage areas. The contract will be awarded as a 100% small business set-aside using sealed bids with a definitive responsibility criteria process. The solicitation is expected to be released on April 9, 2020 with bids due on May 7, 2020. The contract type will be firm-fixed-price with a performance period of 450 days from notice to proceed. The construction cost is estimated between $5-10 million and the contract will require a payment and performance bond. The U.S. Army Corps of Engineers Norfolk District will administer the contract on behalf of the Defense Supply Center Richmond.
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Text version
W W
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C O
CO
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DSCR FITNESS CENTER
(WAREHOUSE #32)
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TRANSFORMER
CHILLER
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TRANSFORMER
SMOKE
STACK
BRICK WALL
(TYPICAL)
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GRATE-TOP INLET
RIM EL.=118.97
INV. EL. (N)=115.29
INV. EL. (W)=114.57
INV EL. (S)=116.03
GRATE-TOP INLET
RIM EL.=117.95
FULL OF SEDIMENT
GRATE-TOP INLET
RIM EL.=119.93
INV. EL. (N)=114.38
INV. EL. (E)=109.28
INV. EL. (S)=114.54
INV EL. (W)=109.44
24" RCP
24" RCP
GRATE-TOP INLET
RIM EL.=119.10
FULL OF SEDIMENT
P
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12" PVC
GRATE-TOP INLET
RIM EL.=119.91
FULL OF SEDIMENT
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RIM EL.=120.37
INV. EL.=116.06
RIM EL.=119.91
INV. EL. (N)=116.34
INV. EL. (SE)=116.43
8" RCP
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ASPHALT
ASPHALT
CONCRETE
ASPHALT
10"
BENCH MARK
INLET RIM
ELEVATION: 119.93
EXISTING
SHRUBS
FFE = 120.51
INV = 116.68
MECHANICAL ROOM
FFE = 120.51
CONNECT TO
EXISTING INLET
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US Army Corps of Engineers ®
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KEYED NOTES
2 1/2" DUCTILE IRON WATER SERVICE. TAP EXISTING
10" WATER MAIN.
EXISTING 2" WATER SERVICE TO REMAIN
EXISTING GAS SERVICE TO REMAIN.
EXISTING SANITARY AND MANHOLE INVERTS AND
LOCATION TO BE FIELD VERIFIED. IF ELEVATIONS
AND 1% SLOPE ARE NOT MET, NOTIFY
CONTRACTING OFFICER.
CLEANOUT, SEE DETAIL.
6" HDPE N-12 SMOOTH WALL PIPE FOR LANDSCAPE
PLANTER DRAINAGE, 1% MINIMUM SLOPE.
12" HDPE PERFORATED OBLONG, CORRUGATED
DRAIN PIPE WRAPPED IN FILTER FABRIC. PIPE
SHALL BE 12.5" WIDE X 1.5" THICK OUTSIDE
DIAMETER WITH CELL CLASSIFICATION MEETING
ASTM D3350. FILTER FABRIC SHALL BE NONWOVEN
NEEDLEPUNCHED GEOTEXTILE MADE OF 100%
POLYPROPYLENE . SEE SPECIFICATION 33 40 00.
PROVIDE 10" PVC SLEEVE THROUGH FOUNDATION
WALL FOR 6" HDPE PIPE.
WATER AND SEWER CROSSING, SEE DETAIL.
LEGEND
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED PLANTER DRAIN PIPE
PROPOSED WATER SERVICE
STORM MANHOLE
CLEANOUT
CU101
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COCOCOCOCOCOCO
A4
C-500
C5
C-500
A M
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T
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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