Attachment103_DLA_OPS_PH II_S-110 - FOUNDATION PLAN - AREA F.pdf
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- Solicitation number
- W9123620R2005
About this file
This notice is for a pre-solicitation of a firm-fixed price construction contract valued between $25-100 million to build a 281,075 square foot, multi-story office building to house 1,622 Defense Logistics Agency Aviation employees. The U.S. Army Corps of Engineers intends to issue a request for proposal in May 2020 for construction of the Defense Supply Center Richmond Aviation Operations Center Phase II in Richmond, Virginia. The project is subject to full and open competition under FAR Part 15 with evaluation factors for past performance, project approach, small business participation, and price. The contract is to be completed within 1020 calendar days of the notice to proceed. Offerors must be registered in the System for Award Management to submit a proposal. Inquiries may be directed to the named Army Corps of Engineers contact.
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Text version
X10X8X6 X7 X12 X15
XC
XE
XB XB
XG
X9 X11
XA
X14
55' - 3"
FO BRICK TO FO BRICK
33' - 10"
10' - 9"
2' - 4"
22' - 3"18' - 0"
1' - 4"
15' - 8"15' - 8"
1' - 4"
18' - 0"34' - 11"2' - 3"
/8
3' - 4 1/2"
XF
XD
XA.1
G B
GB10
GB10
G B
GB10
GB10
P2
P2
P2
PC3 PC3
PC3 PC3
PC3
PC3 PC1
PC3 PC1 PC1
PC1PC1
PC1PC1
PC1PC4
PC4 PC1
PC1
PC1
PC1
PC1
PC1
< -6' - 8" > < -1' - 0" >
< -5' - 8" > < -5' - 0" > < -5' - 0" >
< -1' - 0" > < -1' - 0" >
< -1' - 0" > < -1' - 0" >
< -6' - 0" > < -6' - 0" >
< -1' - 0" >< -1' - 0" >
< -1' - 0" > < -1' - 0" > < -1' - 0" > < -1' - 0" >
A1
S-301
M
A T
C H
L
IN
E R
E F
E R
T O
A
S -1
M
A T
C H
L
IN
E R
E F
E R
T O
A
S -1
/MATCHLINE REFER TO A1 S-112
A5
S-303
XB.4
XC.2
1' - 1 1/2"
PC1
PC1
< -6' - 8" > < -6' - 8" >
GB7
G B
G B
GB7
XB.5A
XB.5A
X8.8 X11.2 X14.2
< -5' - 0" >
< -5' - 0" > < -5' - 0" >
< -5' - 0" >< -5' - 0" >
XA.8
/1
PC1PC1
< -3' - 4" >< -3' - 4" >
CJ
CJ
CJ
CJ
CJ
CJ
C J
C J
C J
C J
C J
C J
C J
C J
CJCJ
GB6
GB6
GB14
GB10
PC1
< -1' - 0" >
D5
S-304
/1
XA.7
D1
S-304
W10X17
A5
S-302
/8
/4
3' - 3"13' - 9 3/8"
A7
S-301
G B
A
D8
S-304
A6
S-304
P2 P2 P2
P2
P2
GB4
G B
G B
G B
G
B
G B
G
B
B8
S-302
/2
G B
18 8
/1
/8
/8
/1
R A
D
IU
S
/2
( -1' - 0" )
G B
( -1' - 0" )
A1
S-305
SIM
T
O
G B
G B
G B
A1
S-305
INVERT 121.22'
AT GRADE BEAM
A6
S-305
XB.5B
XB.5B
R A
D
IU
S
'-1
94.57°94 .5
7°
96.82°
PC3
< -5' - 0" >
A4
S-305
/8
/8
PC1
< -3' - 4" >
A4
S-305
16 15 1415 15
< -6' - 0" >
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
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F
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D A
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IP
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IO
N
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
C O
N T
R A
C T
N O
W
-1
-D
-0
01/10/2020
737115
S-110
F O
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N P
L A
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F
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P L Y
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P A
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S S
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IN
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B
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C H
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A
K B
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D S
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M L M
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D L A
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S C
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P H
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D E
F E
N S
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IS
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A
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N D
S C
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SCALE: 1/8" = 1'-0"A1
FOUNDATION PLAN - AREA F
KEY PLAN
NOT TO SCALE
A
B
C
D
E F
G
24'16'8'4'0 1/8"=1'-0"
GRAPHIC SCALE
PLAN NORTH
SHEET KEYNOTES
NUMBER NOTE
1 FACE OF BRICK
2 ELEVATOR PIT
3 HSS8x4x1/4 (VERTICAL) BETWEEN WIDE-FLANGE
BEAMS FOR ELEVATOR RAIL SUPPORT. COORDINATE
LOCATION WITH ELEVATOR MANUFACTURER
REQUIREMENTS.
4 SUMP PIT, REFER TO TYPICAL SUMP PIT DETAIL,
SHEET S-501.
5 FIRE PORTAL, REFER TO TYPICAL FIRE PORTAL
DETAILS ON SHEET S-508
6 EXISTING BUILDING 32 COLUMN AND COLUMN
FOOTING
7 EXISTING BUILDING 32 EXTERIOR MASONRY WALL AND
FOUNDATION WALL
8 ROOF STORM DRAIN LINE, INVERT = 120.95' FOR
REQUIREMENTS AT FOUNDATIONS/GRADE
WALLS/GRADEBEAMS REFER TO TYPICAL DETAILS.
9 SANITARY SEWER LINE. FOR REQUIREMENTS AT
GRADEBEAMS REFER TO TYPICAL DETAILS. GC VERIFY
INVERT WITH PLUMBING DRAWINGS.
10 EXISTING BUILDING 32 LOADING DOCK
11 TRANSITION IN GRADEBEAM SIZE LOCATION AT
EXISTING LOADING DOCK TO ACCOMMODATE GRADES
AND EXISTING BUILDING FOOTINGS.
12 CENTERLINE OF COLUMN
13 FACE OF GRADE BEAM.
14 CENTERLINE OF WALL STUD CAVITY
15 HSS8X8X1/2 JAMB WITH 16"X16"X3/4" BASE PLATE WITH
4 - 3/4" DIA HEADED ANCHORS BOLTS. LOCATE
HSS8X8 AT CENTERLINE OF WALL STUD CAVITY.
16 HSS8X6X1/2 JAMB WITH 8"X16"X3/4" BASE PLATE WITH
4 - 3/4" DIA HEADED ANCHOR BOLTS. LOCATE HSS8X8
AT CENTERLINE OF WALL STUD CAVITY.
PLAN NOTES:
1. FOR PLAN NOTES REFER TO SHEET S-004.
A
M E
N D
M E
N T
N O
J U
L Y
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