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

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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

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2018

N/A

W91278-15-D

-0034-0004

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SCALE: 1" = 30'

A1

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SECURE COMPUTING

FACILITY

FFE = 173.50

STAMPS AND BAR SCALES

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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

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" X 12" X 9"

1

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"-

3

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" 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

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LIMITS OF OVERBURDEN

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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

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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

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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

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SECTION A-A

3' AT SECTION A-A

BUT VARIES FROM

3' TO 10' (SEE

PLAN)

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UNISEX TLT102

VESTIBULE103

JANITOR104

MECH/ELEC105

UNISEX TLT106

OFFICE107

OFFICE108

OFFICE109

HUDDLE116

OFFICE114

OFFICE115

BREAK AREA118

CORRIDOR117

COMMUNICATIONS111

COMPUTER 1110

COMPUTER 2113

LOADING112

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0'-0"

B.O.F. (DEEP)

-5' - 10"

TRUSS BEARING

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A B C D E HGF J

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COMMUNICATIONS111

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LOADING112

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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

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SCALE: 1/8" = 1'-0"

4' 8' 16' 24'

1/8" = 1'-0"A1BUILDING SECTION

PLAN NORTH

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AMENDMENT NO. 0001

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A-301____________________________________________________

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LOBBY

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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

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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

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EQUIPMENTYARD

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6"

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1'-2"

1'-0" 6"

A1

A-301

____________________________________________________

D7

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____________________________________________________

A-401

A1

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FEC

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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

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3A

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____________________________________________________

7

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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

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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

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000

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CC

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FLO

OR

BID

OPT

ION

CLA

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8/2

1/1

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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

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AMENDMENT NO. 0001