25-3-17 Concrete Mounting Pads SOW (26-09-29).pdf

PDF 1 MB Posted

Attached to
Concrete Pads B220 & B299
Solicitation number
W519TC27RA012
Issued by

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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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 .