A.01.13_118ECE908 AMDT 002 CG 100 dated 04292020 1 page.pdf
PDF 619 KB Posted
- Attached to
- DLA Fitness Center Renovation
- Solicitation number
- W9123620B2011
About this file
This pre-solicitation notice is for a design-bid-build, firm-fixed-price construction contract to renovate the fitness center at the Defense Supply Center Richmond in Virginia. The renovation will include offices, wellness areas, racquetball courts, gymnasium, locker rooms, and other functional spaces. The estimated value is between $5-10 million. The NAICS code is 236220 and it is set aside for small businesses. The solicitation will be issued on April 9, 2020 with proposals due May 7, 2020. The U.S. Army Corps of Engineers, Norfolk District will award a single contract for a 450-day period of performance. Payment and performance bonds will be required. This pre-solicitation provides advance notice of the forthcoming solicitation to renovate the fitness center and allows potential offerors time to prepare.
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Text version
C O
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DSCR FITNESS CENTER
(WAREHOUSE #32)
FFE = 123.95
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CHILLER
SMOKE
STACK
BRICK WALL
(TYPICAL)
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
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12" PVC
GRATE-TOP INLET
RIM EL.=119.91
FULL OF SEDIMENT
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ASPHALT
ASPHALT
CONCRETE
ASPHALT
BENCH MARK
INLET RIM
ELEVATION: 119.93
EXISTING
SHRUBS
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
WASHOUT
AREA
MECHANICAL ROOM
FFE = 120.51
LIMITS OF
DISTURBANCE
CONSTRUCTION
ENTRANCE,
SEE DETAIL.
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US Army Corps of Engineers ®
SHEET
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CG100
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DROP INLET SEDIMENT BARRIER, SEE DETAIL.
INSTALL ON EXISTING INLETS PRIOR TO CONSTRUCTION,
AND INSTALL ON PROPOSED INLETS IMMEDIATELY AFTER
CATCH BASIN CONSTRUCTION TO PROTECT AGAINST
SEDIMENT.
SILT FENCE, SEE DETAIL SHEET CG102.
LIMITS OF DISTURBANCE
STABILIZED CONSTRUCTION ENTRANCE,
SEE DETAIL SHEET CG102.
EXISTING DRAINAGE ARROWS
PAINT AND CONCRETE WASHOUT. CONTRACTOR SHALL
ADJUST LOCATION BASED ON SEQUENCE OF
CONSTRUCTION. SEE DETAIL SHEET CG102.
LEGEND
RESTORE ALL DISTURBED AREAS. PERMANENT SEEDING OF
DISTURBED AREAS SHALL BE PERFORMED IF DIRECTED BY
DSCR IN ACCORDANCE WITH STD & SPECIFICATION 3.32,
PERMANENT SEEDING, OF THE VESCH HANDBOOK. STRAW
OR FIBER MULCH WILL BE USED IN ALL SEEDING
OPERATIONS. FERTILIZER AND LIME WILL BE APPLIED PRIOR
TO MULCHING.
COORDINATE CONSTRUCTION ENTRANCE LOCATION WITH
CONTRACTING OFFICER..
NOTES
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GRAPHIC SCALE IN FEET
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