25-3-17 Concrete Mounting Pads SOW (26-09-29).pdf
PDF 1 MB Posted
- Attached to
- Concrete Pads B220 & B299
- Solicitation number
- W519TC27RA012
About this file
This document is a set of construction plans and specifications for concrete mounting pads and related concrete work at Rock Island Arsenal's Joint Manufacturing and Technology Center (JMTC) in Rock Island, Illinois.
The project encompasses concrete work across multiple buildings, including: demolition and construction of compressor pits in Building 220 basement with new 5000-PSI concrete pads mounted on CA6 base material; shredder area concrete repairs on the Building 220 first floor; tunnel repair work involving a 16-inch thick concrete lid over a confined basement tunnel with 4500-PSI concrete and epoxy-coated rebar dowels; overhead door threshold replacement at Building 212 loading dock for doors 2 and 5; and ultrasonic tank concrete work in Building 299 featuring a 42"x42"x42" sump pit with grating lip. All new concrete mounting pads shall achieve 5000-PSI strength and incorporate double-layer #5 rebar mesh at 12-inch spacing, with expansion joints filled using BASF Sonolastic SL-1 or equivalent. Concrete must be delivered in plastic, workable condition with maximum haul times of 1 hour 30 minutes at 65-90°F without retarder and 1 hour 30 minutes with retarder. Work must maintain elevation tolerances of no greater than 1/4-inch deviation across 10 feet. The contractor is responsible for dust control using water, debris removal, surface grinder finishing for consistent appearance, rebar saw-cutting restrictions to prevent tunnel wall damage, ground rod installation in mounting pads, site barricading, and worksite cleanup. All contractor personnel must comply with Rock Island Arsenal security requirements including AT Level I awareness training, personal identity verification, FPCON protocols, RAMP program participation, and iWATCH briefing.
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Other files
| File | Type | Posted |
|---|---|---|
| Solicitation - W519TC27RA012.pdf | ||
| 25-3-17 Quality Assurance Surveillance Plan.xls | XLS spreadsheet |
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Text version
GENERAL LOCATIONS
CONCRETE MOUNTING PADS
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 1 OF 20J. MERRY B. NILES
NONE
20CONSTRUCTION PLAN ULTRASONIC PIT
19LOCATION/LAYOUT PLAN ULTRASONIC PIT
18LOCATION/REPAIR PLAN DOOR-2 & 5
17CONSTRUCTION PLAN TUNNEL REPAIR
16DEMOLITION PLAN TUNNEL REPAIR
15LOCATION/LAYOUT PLAN TUNNEL REPAIR
14LOCATION/REPAIR PLAN SHREDDER AREA
10-13CONSTRUCTION PLAN COMPRESSOR PIT
7-9DEMOLITION PLAN COMPRESSOR PIT
6GENERAL SECURITY NOTES
5GENERAL NOTES
4GENERAL LOCATIONS B299
3GENERAL LOCATIONS B212
2GENERAL LOCATIONS B220
1GENERAL LOCATIONS
INDEX
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
X
X
X
X
X
X
X
X X
X
X X
X
X
X
X
M I S S
I P P
I R
I V E R
LOCATIONS ON ROCK ISLAND ARSENAL
X
X
X
X
X
X
X X
X X
X
X X
X
X X X X X X X X X X X
X X
X
X
X
X X X
X
X
X
X
X X
X
X
X
X
X
X X
X
X X
X
X
21 29
30-G
70-G
2-G 3-G
4-G
6-G
50 52
62 64
102 104
157120144
301-G
314 312
220210
332333
204203
R O
C K
IS
L
A N
D
U .S . G
O V
E R
N M
E N
T
B R I D
G E
PARKING
RODMAN
D A V E N P
O R T
G
IL
L E
S P
IE
KINGSBURY
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
TERRACE
PARKING PARKING PARKING
HEDGE
LANE
SOUTH AVENUE
NORTHAVENUE
PARKING
PARKING
PARKING
PARKING
E
A S
T
RODMAN
DRIVE
BECK
SYLVAN
AV
EN
U E
KING
DRIVE
SHED
B L U
N T
R O
A D
PROSPECT
DRIV
E
D R
IV
E
C E
M E T E R
Y
D R
IV
E
DYKE
ROAD
R O
D M
AN
BLUNT
PARKING
PARKING
PARKING
PARKING
PARKING
79 83
S Y
V N
R
IV
E
AVE
BAUMBECK AVENUE
216212
LO
C
K
AND
DAM
NO
. 1
BETTENDORF
DAVENPORT
MOLINE
ROCK ISLAND
C A N A L
M
O
L
I N
E
S L O U G H
E. RIVER DR. GRANT ST.
2ND ST.
4TH ST.
3RD ST.
STATE ST.
PC
X
XX
X
X
X
X
X
X X
X
X X
X
X X
X X
X
X
X
X
X
X X
X
GENERAL LOCATIONS - B220
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 2 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
B220 BASEMENT
COMPRESSOR PIT
N.C. Area
MAINT.
CRIB
N.C. Clean Room
LOCKERS
BLDG 220 BASEMENT
PAD
RAISED
B B L
B B G
T I
M A N
C O N F
R
M
B B D
B B G
B B B
B B B A
B B B B
B B D
B B D
B B K
B
S I N G L E
B
M E N s
B B L
ELEVATOR #3
B B L
B B G
ELEVATOR #4
B B B
ELEVATOR #2 ELEVATOR #1
B
M E N S
W O
M E N S
B B K
B
B
B A B B A
B A B B
B B G
FIRE SPRINKLER
FOUNTAIN
DRINKING
B A B B
RIA#35088
B B D A
B B D B
P L
O T
T E
R
A271
A272
A273
A274
A282
A284 A294
A291
A293
A292
D o c s
D o c s
D o c s
Card
P r o j e c t
T r a c k i n g
B o a r d
PLOTTER
Key Cabinets
AREA
TOOL STORAGE
ASSEMBLY &
AREA
MAKING
SIGN
RICO
FRIG
MICRO
MICRO
A281
A283
B303
PAD
BOILER
T A
N K
C O
D
H
T
T A
N K
AIR COMPRESSOR ROOM
PAD
COMPRESSOR
OLD
PAD
COMPRESSOR
OLD
PIT
PAD
COMPRESSOR
OLD
G R
A D
E
B E
L
W
PAD
COMPRESSOR
OLD
PIPE
DRAIN
82-01
220-
CWP-
-82-01
MCP-220
PIPE
DRAIN
PIT
STEAM PIPING
PADS
AIR COMPRESSOR
PAD
RAISED
WASH
EYE
PAD
RAISED
DRAIN
COVER
MANHOLE
C O
N C
R E
T E
B R
O K
PAD
b c d f h l n p s r t o m k g e b a c
16 a
TO
FORGE
SHOP
ELEVATOR
STATION
SUB
AIR CONDITIONER
ACCU-220-G-6
ACCU-220--1-1
T48
T47
T10
NID 1901477
AC
CHILLER
CODE 14159
AIR
COMPRESSOR
INTAKE
DECOMMISSIONED
GOVERNAIR
HVU-220-B-2
LEIBERT
AC
P
IP
IN
G
F O
R R
U B
B E
R R
O O
M
LEIBERT
C H
IL
L
E R
TRANE
T40
T41
T42RAISED CONCRETE
STEPPED
RAISED CONCRETE
STEPPED
RAISED CONCRETE
STEPPED
AC
C
U -2 -G -5
NEW PIT
SAME LEVEL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
GUARD RAIL GUARD RAIL
N O
R T
H
Elevator #1Elevator #2Elevator #3
1-1/2 FLOOR 1-1/2 FLOOR
H20
H20
AC
WINDOW
W
IN
D O
W
BREAKER
BOX DISCONNECT
WINDOW
AC
P R
I N
T E
R
F A
X
Elevator #4
B A B
B A B
B
A
C
B N
N 1 N
B
M
M
E N
W
O M E N
B
M
B
M A
B
M B
B L
B
M
M
E
N
W O
M E N
B
M
M E N
W O
M E N
B F
B
E
B L A
B L
ENCLOSURE
LOCKABLE
ENCLOSURE
LOCKABLE
K I T
S P
I L
L
K I T
S P
I L
L
R ef rig er at or
T ra sh
R ec yc le
V en di ng
M ic ro
M ic ro
R efrigerator
M icro
M icro
3448724436
17882
33117
33577
33780
TABLE SAW
DELTA
31797
33676
PRESS
DRILL
SANDER
PRESS
DRILL
SANDER
B H
P2 P3
O2 O3
C20 C21 C22 C23
D23
E23E22
D22D21D20
E21
N O
R T
1 2 3 4 5 6 7 8 9 31 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 b a c
RAMP
ROLL - UP
AC
COMMUNICATION
IT
IT
AIR
ELEC
E L
E C
T R
IC
A
L T
R E
N C
H E
L E
C T
R
IC
A L
T R
E N
C H
STEAM
TUNNEL
WALL
WALL
A
B
C
D
E
F
G
H
K
L
M
N
O
P
R
S
T
A C
C E
S S
T U
N N
E L
R A
IS
E
D
A C
C E
S S
T U
N N
E L
R A
IS
E
D
A C
C E
S S
T U
N N
E L
R A
IS
E
D
A C
C E
S S
T U
N N
E L
R A
IS
E
D
A C
C E
S S
T U
N N
E L
R A
IS
E
D
S T
E A
M L
I N
E S
T E
A M
L I N
E S
T E
A M
L I N
E
DRAIN
FLR
IN
T
A K
E
A I R
R E
T U
R N
AC
L I E
B E
R T
D R
A
IN
R O
F
S T
E A
M S
T E
A M
S T
E A
M
OPEN WELL
SYSTEM
FIRE SPRINKLER
TUNNEL
R O
F
A
IN
B220 FIRST FLOOR
SHREDDER AREA
TUNNEL REPAIR
bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 3 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
GENERAL LOCATIONS - B212
CONCRETE MOUNTING PADS
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
CONTROL
ROOM
COMPUTER
10' HIGH
OFF THE GROUND
10' HIGH
OFF THE GROUND
FUSED
WINDOW = 4'
W
IN
D
W
IN
D
WINDOW / SLIDING
WINDOW / SLIDING
A C
H
E A
T A
C
H E
A T
W
IN
D
W
IN
D
A C
H
E A
T W
IN
D
FIRE ALARM
AV
WINDOW = 4'
ABOVE DOOR
B
2- 1-
A
B 212-1-A
B 212-1-A
B 212-1-A
B 212-1-A
B 212-1-A
B 212-1-B
B 212-1-B
011A
35219
35220
35218
ELEVATOR
DF
DF
U S
123455.4 4.5 3.5 2.5
D
C
B
A
E
B212 LOADING DOCK
OVERHEAD DOORS SILL REPAIR
PP-65
STEP DOWN
INSTALLED 4-2-09
HAWKEYE MATERIAL
FUSED / ELEC
WINDOW
DISCONNECT
TRANSFORMER
6'x9'TALL
AC
R ef rig er at or
M ic ro
T ra sh
R ec yc le
R efrigerator
R efrigerator
R ef rig er at or
R ef rig er at or
M icro
M icro
M icro
M ic ro
M ic ro
M ic ro
T A
B L
E
T A
B L
E
WINDOW
GUARD RAIL
G U
A R
D R
A
IL
GUARD RAIL GUARD RAIL
AC
HAWKEYE MATERIAL
INSTALLED 4-2-09
WINDOWWINDOW
W
IN
D O
W W
IN
D
O W
W
IN
D O
W W
IN
D
O W
WINDOW WINDOW
STEP DOWN
AC FUSED / ELEC
GUARD RAIL
TRANSFORMER
DISCONNECT
CLEAN-OUT
V ending
GUARD RAIL
GUARD RAIL
COMMUNICATIONS
CLOSET
G U
A R
D R
A
IL
G U
A R
D R
A
IL
GUARD RAIL DRAIN
ROOF
T ra sh
R ec yc le
V en di ng
ADA compliant 2 urinals 2 stalls T ra sh
R ec yc le
R efrigerator
R efrigerator
M ic ro
M ic ro
M ic ro
V en di ng
T ra sh
R ec yc le
R e frig e ra to r
M icro
R ec yc le
T ra sh
V ending
C H
I L
L E
R
C H
I L
L E
R
1 2 3
5 6 7
A C
A C
W
IN
D O
W
W
IN
D O
W
WINDOW
B R
E A
K
B
X
T R
A N
S
UP
GUARD RAIL GUARD RAIL GUARD RAIL GUARD RAIL
WINDOW WINDOW
R e frig e ra to r
V ending
M icro
RIA#35073
RIA34803
RIA35098
In-Place (LGMOD)
J1 LIFT J1 LIFT
CRANE 54'x160' x 2-TON w/ (2) BRIDGES
31787
LINES
STEAM
MM
RR
PP
NN
AA
BB
CC
DD
EE
FF
GG
HH
KK
LL
A
B
C
D
E
F
G
H
K
L
M
N
P
R
1 1082 3 4 5 6 7 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72
MM
RR
PP
NN
AA
BB
CC
DD
EE
FF
GG
HH
KK
LL
A
B
C
D
E
F
G
H
K
L
M
N
P
R
DN
DN
DN
DN
MENWOMEN
DN
WOMEN MEN
MEN WOMEN
SLOPE DOWN TO GRADE
MEN WOMEN
UP
L A
N D
IN
G
RAMP UP
MEN WOMEN
LOWER LEVEL
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 4 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
GENERAL LOCATIONS - B299
CONCRETE MOUNTING PADS
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
ULTRASONIC MOUNTING
GENERAL NOTES
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 5 OF 20J. MERRY B. NILES
NONE
MANUAL PROCESSES.
ACCESS WITH COMMERCIAL CONCRETE PUMPING OR POWER DOLLY OR
10. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WORK SITE
OR TRUCK AGITATORS HALL BE ACCORDING TO THE FOLLOWING:
THE MAXIMUM HAUL TIME FOR CONCRETE TRANSPORTED IN TRUCK MIXERS
DISCHARGING.
WITHOUT THE ADDITION OF WATER OR WATER AND CEMENT PRIOR TO
WORKABLE CONDITION, SATISFACTORY FOR PLACEMETN IN THE WORK
SHALL BE DELIVERED TO THE SITE OF THE WORK IN A PLASTIC AND
9. CONCRETE TRANSPORTED IN TRUCK MIXERS OR TRUCK AGITATIORS
AND POURING WILL BE DAY SHIFT.
8. DEMOLITION/JACK HAMMERING/REMOVAL, FRAMING, TYING REBAR
SHALL BE BASF SONOLASTIC SL-1 OR EQUAL.
RIGID FOAM INSULATION FOR VIBRATION ISOLATION. JOINT SEALANT
CLEAN UP IS COMPLETE, LINE MOUNTING PADS AND CAPS WITH 3/4"
7. EXPANSION JOINT MATERIAL UP TO 84" DEEP TYPICAL. AFTER
SHALL BE A MINIMUM OF 5000-PSI.
6. NEW CONCRETE FOR MACHINE MOUNTING PADS AND CAPS
CONVERTER ON ALL DIESEL ENGINES.
USED ARE GAS ENGINES. CONTRACTOR SHALL HAVE CATALYTIC
5. CONTRACTOR SHALL VENT EXHAUST OUTSIDE IF EQUIPMENT
REGULATIONS.
CONCRETE AND REBAR FROM RIA IN ACCORDANCE WITH LOCAL
BOLTS, CANS, BEAMS, CONDUIT, PLATES, PIPES, WOOD BLOCKS,
4. THE CONTRACTOR SHALL REMOVE ALL DEBRIS SUCH AS
OR THE UNDERLYING SOIL CAUSED BY THE CONSTRUCTION.
3. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO FLOOR
PRESENT MUST BE CUT OFF EVEN WITH SAW CUTS.
2. WHEN SAW CUTTING AROUND THE WORK AREA, REBAR
DUST DURING ENTIRE DEMOLITION AND CONSTRUCTION.
1. THE CONTRACTOR WILL USE WATER TO ELIMINATE DUST
OF DISCHARGE deg-F (deg-C)
CONCRETE TEMPERATURE AT POINT
HAUL TIME
HOURS MINUTE
50-64 (10-17.5)
65-90 (18-32) - WITHOUT RETARDER
1 30
1 3065-90 (18-32) - WITH RETARDER
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
SYSTEM.
CONTAINED WITH CONTAINMENT BALES TO AVOID RUNOFF INTO STORMWATER
APPROVED WITH THE COR PRIOR TO PLACING. AREA MUST BE
21. ANY DIRT, ROCKS OR DEBRIS TO BE PLACED OUTSIDE MUST BE
RIA REPRESENTATIVES IMMEDIATELY.
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF
20. ANY DISCREPANCIES IN PLANS, OR BETWEEN PLANS AND
OTHER EMBEDDED ITEMS AND INTO FORMS.
SO THAT CONCRTE IS WORKED AROUND REINFORCING AND
VIBRATING EQUIPMENT WITH HAND RODDING AND TAMPING
19. CONSOLIDATE PLACED CONCRETE USING MECHANICAL
PERFORMED BY COMPETENT, EXPERIENCED, QUALIFIED WORKMEN.
(AISC) STANDARDS AND SPECIFICATIONS. ALL WORK SHALL BE
COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL CONSTRUCTION
18. FABRICATION AND INSTALLATION OF STRUCTURAL STEEL SHALL
OF THE EXISTING CONCRETE.
DOWELS WILL BE DRILLED A MINIMUM OF 6" INTO THE VERTICAL FACE
BOTTOM SURFACE AND HAVE A MINIMUM OF 2 RODS IN EACH DIRECTION.
SPACING. REBAR SHOULD BE A MINIMUM OF 4" AWAY FROM TOP OR
17. DOUBLE TIED LAYERS OF #5 REBAR MESH (5/8"). 12" X-W
COMPLETION OF THE PROJECT.
16. CONTRACTOR SHALL CLEAN UP THE WORKSITE AFTER
SITE UNDER CONSTRUCTION.
15. CONTRACTOR SHALL PROVIDE BARRICADES AROUND JOB
PEDESTRIAN INTERACTIONS.
WITHIN THE BUILDING TO ENSURE SAFE TRAFFIC AND
EQUIPMENT/TRUCKS GOING IN/OUT OF THE BUILDING AND
14. CONTRACTOR WILL PROVIDE SPOTTER/GROUND MAN FOR
AND LEFT EXPOSED FLUSH WITH PAD SURFACE.
INTO A 5-IN DIA X 6-IN DEEP RECESS IN THE MOUNTING PAD
13. CONTRACTOR WILL PROVIDED ONE GROUND ROD DRIVEN
UTILIZE PROPER PPE.
SAFETY RULES OF THE TRAD AND ENSURE ALL PERSONNEL
12. CONTRACTOR WILL FOLLOW AND APPLY ALL STANDARD
REPRESENTATIVE FOR GATE PASS AND FUNCTIONALITY.
11. CONTRACTOR WILL COORDINATE WITH CONTRACTING OFFICER
SUFFICIENT TO CREATE AN EVEN APPEARANCE).
USING A LARGE FLOOR GRINDER (HAND TOOLS ARE NOT
ACROSS EACH PAD. INCONSISTANCY MAY BE ADDRESSED
CONSISTANT SURFACE APPEARANCE (COLOR & TEXTURE)
24. SURFACE APPEARANCE: CONTRACTOR SHALL ENSURE A
23. ALL NEW SLABS SHOULD BE AT THE SAME ELEVATION.
ACROSS 10-FT DEVIATION (MEASURED AT ANY POINTS).
22. FOUNDATION MUST MAINTAIN NO GREATER THAN 1/4-in
The RAMP program is discussed in the RIA-JMTC AT training.
Department.
Contractors will comply with any instructions given by the Rock Island Arsenal Police installation RAMP security program (e.g. vehicles searches, wearing of ID badges, etc.).
Contractor personnel working on Rock Island Arsenal are subject to participation in change.
The COR will keep the contractors informed on the current FPCON or any possible FPCON
The FPCON descriptions will be provided in the RIA-JMTC AT training.
threat. Services will resume when FPCON level is reduced to level Bravo or lower.
During FPCONs Charlie and Delta, services may be discontinued/postponed due to higher iWATCH program. The iWATCH training will be provided in the RIA-JMTC AT training.
The Contractor and all associated subcontractors shall brief all employees on the local support of any future contract.
Contractors who routinely fail to return these items will not be issued them in placed in a drop box at a RIA-JMTC access point.
within 24 hours of no longer being needed. Items will returned to the COR or
RIA-JMTC electronic keys and access passes are accountable items and will be returned contractor5#32s employment.
IF00015 IF00015 at the end of the contract or the last day of an individual
Cards, installation badges, and/or access passes. Use FAR 52.204-9 or PADDS Clause
Contractor will acquire and need to return all issued U.S. Government Common Access thru the RIA Directorate of Emergency Services.
will provide guidance to complete the Access Control Records Check request Form security policies and procedures (provided by government representative). The COR
(Army Directive 2014-05/AR 190-13), applicable installation, facility access and local identification Index (NCIC-III) and Terrorist Screening Database (TSDB) standards and procedures using the National Crime Information Center interstate
Contractor and all associated subcontractor employees shall comply with adjudication training will be provided in the RIA-JMTC AT training.
all employees on the local iWATCH program. The iWATCH
The Contractor and all associated subcontractors shall brief be issued them in support of any future contract.
Contractors who routinely fail to return these items will not box at a RIA-JMTC access point.
needed. Items will returned to the COR or placed in a drop items and will be returned within 24 hours of no longer being
RIA-JMTC electronic keys and access passes are accountable individual contractor�s employment.
IF00015 at the end of the contract or the last day of an access passes. Use FAR 52.204-9 or PADDS Clause IF00015 Government Common Access Cards, installation badges, and/or Contractor will acquire and need to return all issued U.S.
Form thru the RIA Directorate of Emergency Services.
guidance to complete the Access Control Records Check request (provided by government representative). The COR will provide facility access and local security policies and procedures Directive 2014-05/AR 190-13), applicable installation, Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army National Crime Information Center interstate identification comply with adjudication standards and procedures using the Contractor and all associated subcontractor employees shall require changes in contractor security matters or processes.
individual facility or installation change, the Government may contract, should the Force Protection Condition (FPCON) at any changes otherwise authorized by the change clause of this directed by DoD, HQDA, and/or local policy. In addition to the Personal Identity Verification of Contractor Personnel) as identity verification requirements (FAR clause 52.204-9, The contractor workforce must comply with all personal the installation Director of Emergency Services.
to meet installation access requirements to be accomplished by shall provide all information required for background checks The contractor and all associated subcontractors employees access pass being issued.
Operations Center prior to a RIA-JMTC electronic keys and contractor employee and subcontractor employee to the RIA-JMTC The contractor shall sign a Memorandum of Record for each completed.
Level I awareness training and assuring the training is training. The COR will be provided a copy of the RIA-JMTC AT controlled access areas shall complete AT Level I awareness requiring access to Army installations, facilities, or All contractor employees,including subcontractor employees, SECURITY NOTES
CONCRETE MOUNTING PADS
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 6 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
DISTURBED.
NOTE: BUILDING COLUMNS AND FOOTINGS WILL BE AVOIDED AND NOT
ELEVATION/DEMOLITION PLANB220 COMPRESSOR
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
01-APR-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
MOUNTING PADSVERTICAL MILLS
SHEET 7 OF 20J. Merry B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
BLDG 220 BASEMENT
9"+ THICK
PAD
RAISED
PAD
BOILER
T A
N K
C O
T
T A
N K
AIR COMPRESSOR ROOM
24"+ THICK
PAD
COMPRESSOR
OLD
PAD
COMPRESSOR
OLD
PIT
8"+ THICK
PAD
COMPRESSOR
OLD
G R
A D
E
B E
L
COMPRESSOR
OLD
PIPE
DRAIN
82-01
220-
CWP-
-82-01
MCP-220
PIPE
DRAIN
PIT
STEAM PIPING
PADS
AIR COMPRESSOR
PAD
RAISED
WASH
EYE
PAD
RAISED
DRAIN
COVER
MANHOLE
C O
N C
R E
T E
B R
O K
PAD
T10
NEW PIT
SAME LEVEL
15ft 1in
11ft
15ft 9in
10ft 3in
12ft 7in
15ft 7in bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Polygon
DISTURBED.
NOTE: BUILDING COLUMNS AND FOOTINGS WILL BE AVOIDED AND NOT
ELEVATION/DEMOLITION PLANB220 COMPRESSOR
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
01-APR-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
MOUNTING PADSVERTICAL MILLS
SHEET 8 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
BLDG 220 BASEMENT
PAD
RAISED
PAD
BOILER
T A
N K
C O
T
T A
N K
AIR COMPRESSOR ROOM
PAD
COMPRESSOR
OLD
22"+ THICK
PAD
COMPRESSOR
OLD
PIT PAD
COMPRESSOR
OLD G
R
A D
E
B E
L
29"+ THICK
COMPRESSOR
OLD
PIPE
DRAIN
82-01
220-
CWP-
-82-01
MCP-220
PIPE
DRAIN
PIT
STEAM PIPING
PADS
AIR COMPRESSOR
PAD
RAISED
WASH
EYE
PAD
RAISED
DRAIN
COVER
MANHOLE
C O
N C
R E
T E
B R
O K
PAD
T10
NEW PIT
SAME LEVEL
19ft 2in
15ft 6in
13ft 1in
15ft 1in
PIT
PIT
bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Polygon bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle
PIPE
DRAIN
DISTURBED.
NOTE: BUILDING COLUMNS AND FOOTINGS WILL BE AVOIDED AND NOT
ELEVATION/DEMOLITION PLANB220 COMPRESSOR
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
01-APR-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
MOUNTING PADSVERTICAL MILLS
SHEET 9 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
BLDG 220 BASEMENT
PAD
RAISED
PAD
BOILER
T A
N K
C O
T
T A
N K
AIR COMPRESSOR ROOM
PAD
COMPRESSOR
OLD
PAD
COMPRESSOR
OLD
PIT
PAD
COMPRESSOR
OLD
G R
A D
E
B E
L
PIPE
DRAIN
82-01
220-
CWP-
-82-01
MCP-220
PIPE
DRAIN
PIT
STEAM PIPING
PADS
AIR COMPRESSOR
PAD
RAISED
WASH
EYE
PAD
RAISED
DRAIN
COVER
MANHOLE
C O
N C
R E
T E
B R
O K
13"+ THICK
13"+ THICK
PAD
6"+ THICK
PAD
T10
NEW PIT
SAME LEVEL
4ft
4ft 4in
4ft 4in4ft 4in
12"+ THICK
PAD
PIPE
DRAIN
PIPE
DRAIN
SAME DEMENSIONS
2 PADS
2ft 6in
1ft 5in 2ft 4in
PAD
COMPRESSOR
OLD
bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Polygon bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle
B220 COMPRESSOR CONCRETE WORK LAYOUT
PLANT ENGINEERING
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 10 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
AIR COMPRESSOR ROOM
BLDG 220 BASEMENT
PAD
BOILER
T A
N K
C O
T
T A
N K
PIPE
DRAIN
82-01
220-
CWP-
-82-01
MCP-220
PIT
STEAM PIPING
PADS
AIR COMPRESSOR
PAD
RAISED
WASH
EYE
PAD
RAISED
DRAIN
COVER
MANHOLE
T10
11ft 6in
16ft
APPROX: 2ft WIDE x 30" DEEP x 20ft LONG
FILL EXISTING TRENCH
14ft
17ft
17ft
12ft
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 11 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
AIR COMPRESSOR ROOM
BLDG 220 BASEMENT
PAD
BOILER
T A
N K
C O
T
T A
N K
PIPE
DRAIN
82-01
220-
CWP-
-82-01
MCP-220
PIT
STEAM PIPING
PADS
AIR COMPRESSOR
PAD
RAISED
WASH
EYE
PAD
RAISED
DRAIN
COVER
MANHOLE
T10
21ft 6in
16ft
16ft 6in
13ft 6in
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 12 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
AIR COMPRESSOR ROOM
BLDG 220 BASEMENT
PAD
BOILER
T A
N K
C O
T
T A
N K
PIPE
DRAIN
82-01
220-
CWP-
-82-01
MCP-220
PIT
STEAM PIPING
PADS
AIR COMPRESSOR
PAD
RAISED
WASH
EYE
PAD
RAISED
DRAIN
COVER
MANHOLE
T10
4ft 10in
4ft 10in
2ft
SAME DEMENSIONS
2 PADS
4ft 6in
3ft
3ft
ELEVATION/CONSTRUCTION PLANB220 COMPRESSOR
ROCK ISLAND ARSENAL JMTC
01-APR-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
MOUNTING PADSVERTICAL MILLS
SHEET 13 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
18"-24" EXISTING MTG PADS
12" EXISTING CONCRETE AISLEWAY
#5 REBAR DOUBLE LAYER MESH
CA6
3/4" EXPANSION JOINT MATERIAL - SL-1 OR EQUIVALENT
ELEVATION.
THE FINAL 12" CAN BE SLOPED TO MEET THE EXISTING
OVER 10'. IF THIS CANNOT MEET EXISTING CONCRETE
MUST MAINTAIN NO GREATER THAN 1/4" DEVIATION
ALWAYS BE THE SAME ELEVATION. MOUNTING PADS
AREA SURROUNDING MOUNTING PADS WILL NOT
NOTE:
5000 PSI CONCRETE
6 IN
12 IN
B220 SHREDDER AREA CONCRETE WORK
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 14 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
TALL
22"
TALL
22"
TALL
6.5"TALL
6.5"
GRINDING OR EPOXY COATING.
INDUSTRY STANDARD METHOD SUCH AS
REPAIR THE SURFACE TO FLAT BY ANY
ALTERNATATELY, THE CONTRACTOR MAY
REPLACE WITH 6-in THICK CAP.
SURFACE OF SURROUNDING CONCRETE,
2. IF THE CONCRETE IS REMOVED BELOW THE
1. REMOVE (4) EXISTING CONCRETE FEATURES
INSTRUCTIONS:
40"
15"
73"
110"
12"
55"
51"
196"
37"
230"
51"
19"
71" bradley.niles Rectangle bradley.niles Rectangle bradley.niles Polygon
Polygon
B220 TUNNEL REPAIR CONCRETE WORK LAYOUT
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 15 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
AC
COMMUNICATION
Elevator #2Elevator #3
B
M
60ft ft in
N16 N17 N18 N19
N20 N21
M18 M19
ELEVATION/DEMOLITION PLANB220 TUNNEL REPAIR
ROCK ISLAND ARSENAL JMTC
01-APR-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 16 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
M
6N
REQUIRED PRIOR TO ENTRY.
COMMON TUNNEL FLOOR. CONFINED SPACE PERMIT
23-IN TALL x 24 IN WIDE AND IS 56-IN FROM
4. REFERENCE: BASEMENT ACCESS HATCH IS ONLY
PIECES FALL INTO TUNNEL.
3. LIFT PIECES OUT OF TUNNEL AREA. DO NOT LET
INTO THE TOP OF THE TUNNEL WALLS.
2. SAW CUT FLOOR TO BE REMOVED. DO NOT CUT
1. PIERCE AND SUPPORT BEFORE SAW CUTTING.
NOTE:
6 ft 3 in i n
1 ft 1 ft a t
H A
T C f t a t
W O
R K
A R
E A f t
BUILDING COLUMN
BUILDING COLUMN
BASEMENT ACCESS HATCH
WITH SLOPING FLOOR
BASEMENT TUNNEL
CONFINED SPACE
7 ft 3 in
6 in TYP
COMMON TUNNEL
ELEVATION/CONSTRUCTION PLANB220 TUNNEL REPAIR
ROCK ISLAND ARSENAL JMTC
01-APR-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 17 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
6 in TYP
7 ft 3 in i n i n
4. UNDERSIDE FORMS MAY REMAIN AFTER COMPLETION.
TO MATCH EXISTING CONCRETE FLOOR.
3. POUR 4500-PSI CONCRETE. TROWEL AND SMOOTH FINISH
COVERAGE TOP & BOTTOM.
PLACE AND TIE (2) MATS @ 12-IN CENTER WITH MIN OF 3-IN
2. DOWEL #5 EPOXY COATED REBAR INTO EXISTING WALLS.
1. FORM UNDERSIDE TO CREATE NEW 16" THICK CONCRETE LID.
NOTE:
B212 LOADING DOCK OVERHEAD DOOR THRESHOLD REPAIR
ROCK ISLAND ARSENAL JMTC
22-JUN-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
JMTC CONCRETE WORK
SHEET 18 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
TRENCH
SLOPE NEW THRESHOLDS TOWARDS OIL/WATER SEPARATOR
OUTSIDE OF THE BUILDING (TO EXISTING CONCRETE JOINT)
FROM THE OIL/WATER SEPARATOR TO APPROXIMATELY 2-FT
THRESHOLDS OF OVERHEAD DOOR #2 AND #5 WILL BE REPLACED
12ft
6ft TYP
2ft TYP
14ft
12ft
10ft bradley.niles Polygon
ROCK ISLAND ARSENAL JMTC
B299 ULTRASONIC TANK CONCRETE WORK LAYOUT
t T
9f t 4in f 25ft 4in i H
Bin
EXISTING CONCRETE IS
APPROXIMATELY 8-IN THICK
7ft DP
H
-------,L-- 4 9f t 4 i n ---
42"x42"x42" DP SUMP PIT
WITH 4" WIDE x 2" DP LIP FOR GRATING
ROCK ISLAND ARSENAL
PLANT ENGINEERING DIVISION
TARA-LGC
JMTC CONCRETE WORK
DRAWN APPROVED
J. MERRY B. NILESSHEET 19 OF 20
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited. SCALE DA TE DRAW I NG
NONE 22-JUN-26 NO.
5ft 7in
1209288008.CIV
Line
1209288008.CIV
Line
ELEVATION/DEMOLITION PLANB299 ULTRASONIC TANK
ROCK ISLAND ARSENAL JMTC
01-APR-26
DRAWN
SCALE DATE
APPROVED
NO.
DRAWING
TARA-LGC
PLANT ENGINEERING DIVISION
ROCK ISLAND ARSENAL
MOUNTING PADSVERTICAL MILLS
SHEET 20 OF 20J. MERRY B. NILES
NONE
DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.
SL-1 OR EQUIVALENT
JOINT MATERIAL
3/4" EXPANSION
CA6
5000 PSI CONCRETE TYP
EXISTING 8" THICK CONCRETE
ELEVATION.
THE FINAL 12" CAN BE SLOPED TO MEET THE EXISTING
OVER 10'. IF THIS CANNOT MEET EXISTING CONCRETE
MUST MAINTAIN NO GREATER THAN 1/4" DEVIATION
ALWAYS BE THE SAME ELEVATION. MOUNTING PADS
AREA SURROUNDING MOUNTING PADS WILL NOT
NOTE:
6in
8in TYP
12in
EXISTING 8" THICK CONCRETE
4in TYP
4in MIN
PIT
SUMP
7ft
3.5ft
2in
3.5ft
MESH ON 12in CENTERS
DOUBLE MAT #5 REBAR
File details come from the government source that posted it. Updated .