US Army Corps
of Engineers
®
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
MATOC TASK ORDER
MOBILE DISTRICT PROJECT CODE :
RFP NO : W9127818SFHZ0003
ENGINEER RESEARCH AND DEVELOPMENT
CENTER (ERDC)
SECURE COMPUTING FACILITY
VICKSBURG, MISSISSIPPI
MEY18005
JULY 2018
AMENDMENT NO. 0001
S
Sx
S
Sx
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x
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x
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x
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SP
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FILENAME: \\garverinc.local\gdata\Projects\2017\17019311 - erdc secure computing facility\Drawings\CAD_BIM\_Sheets\ER17SC-C-126.dwg
PLOT DATE: 21-Aug-18 LAST SAVED: DJLAMBERGER FORMAT: AUTOCAD 2013
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L 36602-3630
JU
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2018
N/A
W91278-15-D
-0034-0004
AN
SI D
SCALE: 1" = 30'
A1
SURCHARGE LAYOUT PLAN
MA
RK
DE
SC
RIP
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ND
AT
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IS
SU
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N N
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N
O.:
DE
SIG
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N B
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D B
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SU
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IT
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D B
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SIZ
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U.S
. A
RM
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OR
PS
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F E
NG
IN
EE
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SHEET ID
B
A
C
D
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F
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1 2 3 4 5 6 7 8 9 10
GA
RV
ER
, L
LC
47
01
N
OR
TH
SH
OR
E D
RIV
E
NO
RT
H L
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TL
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K, A
R 7
21
18
50
1-3
76
-3
63
3 w
ww
.G
arve
rU
SA
.co
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15' 30' 60' 90'0
SCALE: 1" = 30'
N
SECURE COMPUTING
FACILITY
FFE = 173.50
STAMPS AND BAR SCALES
C-126
E. G
LO
VE
R
T. B
AR
TO
N
C. LE
ON
E
J. W
AT
KIN
S, III
SETTLEMENT INSTRUMENT NOTES:
1. END OF PIPE THREADED TO ALLOW FOR EXTENSIONS TO FINAL GRADE. FINAL
ELEVATION OF PIPE SHALL BE AT LEAST 2 FEET ABOVE TOP OF SURCHARGE.
2. PIPE SECTIONS SHALL BE CONNECTED W/ THREADED COUPLING & TACK WELDED
AFTER TIGHTENED.
3. MAINTAIN 2 FOOT OF PIPE ABOVE GRADE AT ALL TIMES.
4. RISER PIPE SHALL REMAIN WITHIN 2% OF PLUMB AT ALL TIMES.
5. TEMPORARY CONSTRUCTION FENCE SHALL BE USED TO PROTECT RISER PIPE.
6. COMPACTION WITHIN 2 FOOT OF PIPE SHALL BE DONE W/ HAND EQUIPMENT.
SURCHARGE NOTES:
1. OBTAIN SURCHARGE FROM ON-SITE EXCAVATIONS.
2. EROSION CONTROL MEASURES SHALL BE INSTALLED ON SURCHARGE AREA.
MEASURES SHALL BE INSTALLED AND INITIAL READINGS MADE PRIOR TO PLACING
EMBANKMENT MATERIAL.
3. SETTLEMENT INSTRUMENTS SHALL BE INSTALLED AND INITIAL READINGS MADE
PRIOR TO PLACING EMBANKMENT MATERIAL.
4. LOCATION OF SETTLEMENT INSTRUMENTS MAY BE ADJUSTED TO BETTER FIT SITE
CONDITIONS. THE LOCATION OF EACH SETTLEMENT INSTRUMENT SHALL BE SURVEYED
TO DETERMINE THE NORTHING AND EASTING COORDINATE, AND ELEVATION.
5. THE GOVERNMENT ANTICIPATES A MINIMUM OF 60 DAYS FOR SETTLEMENT TO
OCCUR.
GALV. PIPE 3" SCH. 30
PL
1
4
" X 12" X 9"
1
4
"-
3
8
" STEEL PLATE
1"
1.5" 9" 9" 1.5"
1"
1/8 2/4
1/8 2/4
1/8 3/6
1/8 3/6
SIDE VIEW
PLAN VIEW
3" Ø STEEL PIPE WELDED
@ CENTER OF PLATE
1
4
" -
3
8
" STEEL PLATE
2'
2'
SCALE: NONE
B9
SETTLEMENT INSTRUMENT DETAILS
STND. THREAD LENGTH
GRANULAR DRAINAGE LAYER
LEGEND
SP SETTLEMENT INSTRUMENT
LIMITS OF OVERBURDEN
SU
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N
AM
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D 0001, D
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A
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DIT
N
OT
ES
8/21/18
1
1
1
AMENDMENT NO. 0001
S
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S
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x
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S
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SP
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SP
FILENAME: \\garverinc.local\gdata\Projects\2017\17019311 - erdc secure computing facility\Drawings\CAD_BIM\_Sheets\ER17SC-C-127.dwg
PLOT DATE: 21-Aug-18 LAST SAVED: DJLAMBERGER FORMAT: AUTOCAD 2013
VIC
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BU
RG
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L 36602-3630
JU
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2018
N/A
W91278-15-D
-0034-0004
AN
SI D
SCALE: 1" = 30'
A1
SETTLEMENT INSTRUMENT LOCATION PLAN
MA
RK
DE
SC
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ND
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IS
SU
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N
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SHEET ID
B
A
C
D
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F
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1 2 3 4 5 6 7 8 9 10
GA
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, L
LC
47
01
N
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3 w
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G
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N
15' 30' 60' 90'0
SCALE: 1" = 30'
N
FFE + 5'
STAMPS AND BAR SCALES
C-127
E. G
LO
VE
R
T. B
AR
TO
N
C. LE
ON
E
J. W
AT
KIN
S, III
SETTLEMENT INSTRUMENT NOTES:
1. BASE PLATE OF SETTLEMENT INSTRUMENT SHALL BE INSTALLED WITHIN OR ON TOP
OF GRANULAR DRAINAGE LAYER.
2. A PROTECTIVE FENCE SHALL BE INSTALLED AROUND SETTLEMENT INSTRUMENTS TO
PROTECT FROM DAMAGE. COMPACTION WITH HAND OPERATED EQUIPMENT WILL BE
REQUIRED NEXT TO INSTRUMENTS.
3. ONCE THE GOVERNMENT DETERMINES THAT SETTLEMENT HAS OCCURRED AND A
NOTICE TO PROCEED IS ISSUED TO THE CONTRACTOR THEN THE RISER PORTION OF
THE SETTLEMENT INSTRUMENTS SHALL BE CUT OFF BELOW GRADE AND CAPPED.
4. DISPOSAL OF THE SURCHARGE MATERIAL SHALL NOT IMPEDE LOCAL DRAINAGE AND
SHALL NOT IMPACT ANY STRUCTURES.
GEOTEXTILE FABRIC
6" STRIPPING OF TOPSOIL
AND VEGETATION
EXISTING GROUNDSURCHARGE LIMIT LINE
2
1
2
1
SELECT FILL,
6" MIN. TO 24" MAX.
12" THICK GRANULAR
DRAINAGE LAYER
COMPACTED FILL
(EMBANKMENT)
SURCHARGE
EMBANKMENT
PAVEMENT STRUCTURE (NOT TO BE CONSTRUCTED
UNTIL SURCHARGE IS REMOVED)
FINISH GRADES SHOWN ON
GRADING PLAN
SETTLEMENT
INSTRUMENT
SCALE: NONE
D8
SECTION A-A
3' AT SECTION A-A
BUT VARIES FROM
3' TO 10' (SEE
PLAN)
LEGEND
SP SETTLEMENT INSTRUMENT
LIMITS OF OVERBURDEN
GE
OT
EX
TIL
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RA
NU
LA
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DR
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AG
E L
AY
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A
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AM
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D 0001, D
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DIT
N
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ES
8/21/18
1
1
AMENDMENT NO. 0001
1
2
3
4
5
8
10
A B C D E HGF
7
6
J
9
LOBBY101
UNISEX TLT102
VESTIBULE103
JANITOR104
MECH/ELEC105
UNISEX TLT106
OFFICE107
OFFICE108
OFFICE109
HUDDLE116
OFFICE114
OFFICE115
BREAK AREA118
CORRIDOR117
COMMUNICATIONS111
COMPUTER 1110
COMPUTER 2113
LOADING112
1
1
11
FIN FLR
0'-0"
B.O.F. (DEEP)
-5' - 10"
TRUSS BEARING
16'-0"
A B C D E HGF J
2
2
3 3UNISEX TLT
106
CORRIDOR117
COMMUNICATIONS111
COMPUTER 1110
LOADING112
1
1
US Army Corpsof Engineers ®
SHEET ID
US
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18005
1/8" = 1'-0"C1FLOOR PLAN
LOCATION AND EXTENT OF AIR BARRIERSYSTEM
1. AIR BARRIER SYSTEM SHALL BE CONSTRUCTED TO PROVIDEAN "AIR-TIGHT" BARRIER AT BUILDING ENVELOPE.
2. SEAL ALL PENETRATIONS IN AIR BARRIER SYSTEM TO PROVIDE"AIR-TIGHT" BARRIER.
3. SLAB-ON-GRADE CONCRETE FLOOR IS ASSUMED TO PROVIDEADEQUATE AIR BARRIER SYSTEM. (SEAL ALL PENETRATIONS INSLAB-ON-GRADE.)
4. MAINTAIN CONTINUNITY OR CONNECTIONS OF AIR BARRIERSYSTEMS AT ALL TRANSITIONS AND JOINTS.
5. NOT USED.
GENERAL NOTES
KEYED NOTES
BAR SCALES AND STAMP
1. EXTERIOR WALLS - AIR BARRIER PROVIDED BY FLUID-APPLIED AIR BARRIER SYSTEM OVER INSULATED PRE-CASTWALL SYSTEM, TYPICAL. REFER TO WALL SECTIONS ANDDETAILS.
2. ROOF ASSEMBLY - AIR BARRIER PROVIDED BY ICE/WATERBARRIER ON METAL ROOF DECK.
3. CONCRETE SLAB-ON-GRADE- AIR BARRIER PROVIDED BYCONCRETE SLAB.
LEGEND
0
SCALE: 1/8" = 1'-0"
4' 8' 16' 24'
1/8" = 1'-0"A1BUILDING SECTION
PLAN NORTH
1A
ME
ND
0001, N
OT
E #
5 D
ELE
TE
D8/2
1/1
8
1
AMENDMENT NO. 0001
D1
A-301____________________________________________________
424 SF
LOBBY
101
45 SF
UNISEX TLT
102
50 SF
VESTIBULE
103
40 SF
JANITOR
104
175 SF
MECH/ELEC
105
48 SF
UNISEX TLT
106
171 SF
OFFICE
107
126 SF
OFFICE
108
126 SF
OFFICE
109
371 SF
HUDDLE
116
177 SF
OFFICE
114
161 SF
OFFICE
115
94 SF
BREAK AREA
118
558 SF
CORRIDOR
117373 SF
COMMUNICATIONS
111
4302 SF
COMPUTER 1
110
4302 SF
COMPUTER 2
113
811 SF
LOADING
112
108
107
109
117
106
102
103A
103B
104
114
115
116
105
110C
111
113C
113A
113B
112B
112A
112D
110B
112E
1
110A
1
2
3
4
5
8
10
A B C D E H
6" 20'-0" 92'-0"103'-8"
6"
31'-8"
71'-0"
6"
6"
1'-6"
1'-6"
1'-6"
1'-6"
1'-6"
2
3
4
EQUIPMENTYARD
5
5
5
2
2
2
6
6
6
2
2A-202
E1
A-201
E1
A-202
A1
A-201
A1
6"
102'-8"
6"
1'-6"
1'-2"
1'-0" 6"
A1
A-301
____________________________________________________
D7
A-301
____________________________________________________
E1
A-302
____________________________________________________
A-401
A1
FEC
FEC
FEC
FEC
4
4
2'-6"
7'-7"
7'-7"
2'-6"
4'-6"
1'-2"
1'-2"
113D
110D
3'-11"
3'-11"
4"
28'-6"
1'-0"
1'-6"
101
GF
7
6
J
9
3A-305
3A
-305
3A
-305
3A
-305
A8
A-304
____________________________________________________
7
8
4"
28'-0"
6"
29'-0"
2'-8"
18'-8"
21'-4"
22'-0"
7'-0"
1'-6"
1'-6" 20'-0" 30'-4" 30'-4" 29'-4" 30'-11" 9'-8" 2'-5" 5'-5"
1'-6" 90'-0" 1'-6" 41'-6" 1'-6"
9
10
10
10
11
US Army Corpsof Engineers ®
SHEET ID
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18005
1/8" = 1'-0"A1FLOOR PLAN
PLAN NORTH
0
SCALE: 1/8" = 1'-0"
4' 8' 16' 24'
GENERAL NOTES
KEYED NOTES
LEGEND
BAR SCALES AND STAMPS
1 STOREFRONT SYSTEM WITH DOORS; INSULATED GREEN TINTGLAZING TO MATCH EXISTING ON CAMPUS
2 HOLLOW METAL DOOR AND FRAME, TYPICAL
3 EQUIPMENT YARD SCREEN WALL - CMU/BRICK VENEER
4 DASHED OUTLINE OF ROOF OVERHANG ABOVE
5 24" x 24" ACCESS FLOOR SYSTEM
6 OVERHEAD INSULATED COILING DOOR - MOTORIZED
7 REFER TO MECHANICAL FOR HVAC EQUIPMENT
8 TWO TIER WOODEN LOCKERS AND CELL PHONE LOCKER BAYSWITH INTEGRATED LOCKS, REFER TO SHEET I-101
9 LINE OF PAVING, REFER TO CIVIL
10 CONCRETE WALKS AND PAVING, REFER TO CIVIL
11 ELECTRIC WATER COOLER, REFER TO PLUMBING
150SUSPO
ROOM NUMBERROOM NAME
DOOR NUMBER
9KEY NOTEINSTALLATION
FIRE EXTINGUISHERAND CABINETFE/C
ABA/ADACLEARANCES
102B
24"x24" ACCESS FLOOR
3A-305
PARTITION KEY
PARTITION REFERENCE
SHEET REFERENCE
1. ALL DIMENSIONS TO FACE OF METAL STUD OR FACE OFCONCRETE WALL, UNLESS NOTED OTHERWISE.
2. INSIDE FACE OF DOOR FRAME JAMBS (HINGE SIDE) ARELOCATED 6" FROM ADJACENT PERPENDICULAR WALLS (UNLESSNOTED OTHERWISE).
3. REFER TO ENLARGED FLOOR PLAN FOR REMAINING PARTITIONTYPE INSTRUCTIONS.
1A
ME
ND
000
1, A
CC
ESS
FLO
OR
BID
OPT
ION
CLA
RIF
ICAT
ION
8/2
1/1
8
ACCESS FLOOR INCOMPUTER 2 - 113 ISBID OPTION NO. 2
ACCESS FLOOR INCOMPUTER 1 - 110 IS BIDOPTION NO. 1
ACCESS FLOOR INCOMMUNICATIONS - 111IS INCLUDED IN BASEBID
1
1
1
AMENDMENT NO. 0001