Attachment111_DLA_OPS_PH II_S-135 - PARTIAL PLANS.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 to build the Defense Logistics Agency Aviation Operations Center, Phase II in Richmond, Virginia. The contract value is estimated between $25-100 million. The U.S. Army Corps of Engineers Norfolk District intends to issue a request for proposal for the construction of a 281,075 square foot, multi-story office building to house 1,622 employees. The facility must be designed and built according to Department of Defense standards for sustainability, security and performance using conventional construction methods. The contract completion date will be 1020 calendar days following notice to proceed. Prospective offerors should monitor the SAM.gov website where the RFP and amendments will be posted on or around May 27, 2020. The solicitation will utilize best value tradeoff source selection with evaluation factors for past performance, project approach, small business participation and price.
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Text version
YB
YD
YA
Y3 Y5
YC
Y4Y2
C.8
D5
S-315
C8
S-315
D1
S-315
1' - 5" 8' - 5" 5' - 0 13/16" 7' - 5 3/16"
1' - 10"
W12X14 (10)
(+ 20' - 10 7/8" )
W12X14 (10)
W12X14 (10)
W10X12 (10)
W10X12 (10)
W10X12 (10)
W10X12 (10)
W10X12 (10)
W12X14 (10)
W12X14 (10)
W X
(8
W12X14 (10)
H S
S X
X
/1
(8
W12X14 (10)
W12X14 (10)
W12X14 (10)
W X
(8
W X
(2
W X
(1
HSS18X6X5/16
HSS18X6X5/16
/8
(+ 20' - 6 5/8" )
/8
(+ 20' - 6 5/8" )
/8
/1
/8
W X
(1
/8
/2
(+ 20' - 0" )
(+ 19' - 5 3/16" )
C8
S-315
W12X14 (10)
E8
S-319
C8
S-319
REFER TO
ARCHITECTURAL
DRAWINGS FOR
REFLECTED CEILING
PLANS AND EXTENT OF
OPEN CEILING. STEEL
EXPOSED TO VIEW IN
ROOMS 101 AND 102
SHALL BE AESS.
13 X8X6 X7
XM
XO
V
X4X3X2
XN
X5
A1
S-303
D5
S-303
34' - 11"3' - 4 1/2"4' - 0"22' - 8 11/16"23' - 0"32' - 4 3/8"
7' - 1 1/2" 7' - 9"
S L O
P E
C J
C J
C J
C J
C J
3' - 8"
70' - 0"
5' - 8 1/2"
WF3.5 ( -7' - 0" )
PC3
PC3 PC1
< -5' - 4" > < -5' - 4" >
< -5' - 4" >
GB13
G B
A1
S-135
W F
.5
-5
A4
S-135
PC4 PC1
GB6
< -1' - 0" > < -1' - 0" >
/8
/8
D3
S-305
D1
S-303
SF
SF
X7 5' - 8 1/2" 2' - 3"
#4 DOWELS
AT 12" OC
#5 AT 12" OC
HORIZONTAL
EACH FACE
1/4" EXPAN JOINT MAT'L
CONCRETE SLAB-
ON-GRADE, REFER
TO PLAN
VAPOR RETARDER
POROUS FILL
PERIMETER INSULATION
1/4" EXPAN
JOINT MAT'L
GRADE BEAM, REFER
TO PLAN AND GRADE
BEAM SCHEDULE FOR
SIZE AND REINF
6" RAMP SLAB
REINFORCE WITH
#4 AT 12" OC
MIDDLE OF SLAB
FOOTING, REFER TO
PLAN AND WALL
FOOTING SCHEDULE
FOR SIZE AND REINF
8" CMU REINF W/
#4 AT 24" OC
DOWEL WITH STD 90°
HOOK TO MATCH
VERT WALL REINF
3/4" CHAMFER
1' - 0"
CONSTRUCTION
JOINT,ROUGHEN TO
1/4" AMPLITUDE (TYP)
#4 DOWELS
AT 12" OC
(2) #5 CONT
#4 AT 48" OC
#4 AT 12" OC
HORIZONTAL
EACH FACE
#4 AT 12" OC
VERTICAL
EACH FACE
CONCRETE WALK
OR PAVEMENT,
REFER TO CIVIL
DRAWINGS
1' - 0"
5' - 8 1/2"
#4 AT 12" OC
HORIZONTAL
EACH FACE
FOOTING, REFER TO
PLAN AND WALL
FOOTING SCHEDULE
FOR SIZE AND REINF
TOP OF FOOTING,
REFER TO PLAN
AND PLAN NOTES
FOR ELEVATION
CONSTRUCTION
JOINT,ROUGHEN
TO 1/4"
AMPLITUDE (TYP)
#4 AT 12" OC
VERTICAL
EACH FACE
CONCRETE WALK
OR PAVEMENT,
REFER TO CIVIL
DRAWINGS
3/4" CHAMFER
(TYP)
6" RAMP SLAB
REINFORCE WITH
#4 AT 12" OC
MIDDLE OF SLAB #4 DOWELS
AT 12" OC
3' - 0"
(2) #5 CONT
#4 AT 48" OC
US Army Corps of Engineers ®
SHEET OF
SHEET ID
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1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
C O
N T
R A
C T
N O
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-1
-D
-0
01/10/2020
737140
S-135
P A
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L P
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D E
F E
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U P
P L Y
C E
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R
IC
H M
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IS
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D L E
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A W
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L P
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T C
O M
P A
N Y
C
Y P
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S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
K B
F
J S
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D S
R
M L M
J A
N U
A R
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D L A
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A T
IO
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S C
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P H
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D E
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SCALE: 3/16" = 1'-0"S-135
ENLARGED PARTIAL ROOF FRAMING PLAN - AREA CD7
SCALE: 1/8" = 1'-0"S-135
PARTIAL LOADING DOCK AND RAMP FOUNDATION PLAN - AREA EC1 SHEET KEYNOTES
NUMBER NOTE
1 FACE OF BRICK
2 DOCK LEVELER, COORDINATE SIZE AND LOCATION
WITH APPROVED EQUIPMENT.
3 TURN DOWN END OF GRADE BEAM TO TOP OF PILE
CAP.
4 ROOF STORM DRAIN LINE, INVERT = 117.20' FOR
REQUIREMENTS AT FOUNDATIONS/GRADE
WALLS/GRADEBEAMS REFER TO TYPICAL DETAILS.
5 12" SLAB ON GRADE, TOP OF SLAB SHALL BE +0'-6"
ABOVE ADJACENT SLAB TO SERVE AS HOUSEKEEPING
PAD FOR MECHANICAL EQUIPMENT. REINFORCE SLAB
WITH #4 @ 8" OC TOP AND BOTTOM, EACH WAY.
PROVIDE 1" CHAMFERS AT EDGES AND CORNERS.
SIZE OF SLAB/PAD SHALL BE COORDINATED WITH
MECHANICAL EQUIPMENT.
6 6" HIGH HOUSEKEEPING CONCRETE PAD ON TOP OF
SLAB ON GRADE AT MECH AND PLUMBING
EQUIPMENT. ROUGHEN SURFACE OF SLAB ON GRADE
TO 1/4" AMPLITUDE PRIOR TO POURING
HOUSEKEEPING PAD. REINFORCE WITH #4 @ 12" OC
EACH WAY, LOCATE REINFORCING WITHIN 2" OF TOP
OF SLAB. PROVIDE 1" CHAMFERS AT EDGES AND
CORNERS. SIZE OF PAD SHALL BE COORDINATED
WITH MECHANICAL EQUIPMENT.
SCALE: 3/4" = 1'-0"S-135
SECTIONA4
SCALE: 3/4" = 1'-0"S-135
SECTIONA1
0 6" 1' 2' 3' 4'
3/4"=1'-0"
GRAPHIC SCALES
24'16'8'4'0
1/8"=1'-0"
8' 16'4'2'0 3/16"=1'-0"
PLAN NORTH
PLAN NORTH
A
M E
N D
M E
N T
N O
J U
L Y
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