Attachment 0003 25-3-05 B208B Ultrasonic PIt SOW.pdf

INDEX

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

GENERAL LOCATION

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B. NILES

TARA-LGC

SHEET- 1 OF 6R. MCCLURE

02-24-26

208B ULTRA SONIC PIT

2-G 3-G

4-G

6-G

50 52

X

X

PC

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

M I S S

I P P

I R

I V E R

LOCATION ON ROCK ISLAND ARSENAL

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.

21 29

30-G

70-G

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

X X X

X

X

X

X

X

XX

X

X

X

X

X

X X

X

X X

X

X X

X X

X

X

X

208B ULTRA SONIC PIT

GENERAL SECURITY NOTES

GENERAL LOCATIONS AND TABLE OF CONTENTS

LAYOUT PLANS

GENERAL NOTES

ELEVATION/DEMO PLANS

ELEVATION/CONSTRUCTION PLANS

bradley.niles Text Box bradley.niles Typewritten Text

ROOM DOOR MODIFICATION/REPLACEMENT

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

NOTES

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

GENERAL NOTES

B. NILES

208B ULTRA SONIC PIT

SHEET- 2 OF 6R. MCCLURE

02-24-26

TARA-LGC

of Discharge F (C) Concrete Temperature at Point

50-64 (10-17.5)

65-90 (18-32) - without retarder

65-90 (18-32) - with retarder

Haul Time

Hours Minutes

DURING THE CONSTRUCTION PROCESS.

WHICH WILL NEED TO BE PROTECTED FROM DEBRI AND DAMAGE

CEILING HEIGHT. THERE IS ALSO A CRANE RAIL IN LOCATION

17.THE AREA IS INSIDE A 40' BY 20' ROOM WITH ROUGHLY 10'

NEW JOINTS.

EXISTING FLOOR EVERY 24". PLACE AUTOLEVELING SEALER ON THE

FLOOR AND FOUNDATION. THE NEW WALL WILL BE DOWELLED TO THE

EXPANSION BOARD IS REQUIRED BETWEEN NEW WALL AND EXISTING

PLACED ON THE TOP OF THE WALL FOR GRATING TO SIT ON.

AND FLUSH WITH EXISTING WALL HEIGHT. GALVANIZED ANGLE WILL BE

WILL HAVE AN OFFSET TO ALLOW FOR METAL GRATING TO BE PLACED

GRID WIRED IN FOR STRUCTURE REINFORCEMENT. TOP OF THE WALLS

HEIGHT. WALL WILL BE 8 INCHES THICK WITH A 12" BY 12" #5 REBAR

TOP OF THE BASE PAD SHOULD BE 48" BELOW EXISTING FLOOR SLAB

COMPACT. PLACE #5 REBAR AT 12" BY 12" GRID IN BOTH DIRECTIONS.

THEN EXCAVATE 66" BELOW FINISHED FLOOR. PLACE 6" OF CA6 AND

18.THE EXISTING FLOOR WILL NEED TO BE SAW CUT AND REMOVED.

RIA REPRESENTATIVE BOB MCCLURE IMMEDIATELY.

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF

16. ANY DISCREPANCIES IN PLANS, OR BETWEEN PLANS AND

QUALIFIED WORKMENT.

WORK SHALL BE PERFORMED BY COMPETENT, EXPERIENCED,

CONSTRUCTION (AISC) STANDARDS AND SPECIFICATIONS. ALL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

15. FABRICATION AND INSTALLATION OF STRUCTURAL STEEL

AND INTO FORMS.

IS WORKED AROUND REINFORCING AND OTHER EMBEDDED ITEMS

EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE

14. CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

EXISTING CONCRETE.

MINIMUM OF 6" INTO THE VERTICAL FACE OF THE

IN EACH DIRECTION. DOWELS WILL BE DRILLED A

TOP OR BOTTOM SURFACE AND HAVE A MINUMUM OF 2 RODS

SPACING. REBAR SHOULD BE A MIN OF 3" AWAY FROM

13. DOUBLE TIED LAYER OF #4 REBAR (1/2"), 12" X-W

FOR EQUIPMENT / TRUCKS GOING IN AND OUT OF BLDG.

12. CONTRACTOR WILL PROVIDE SPOTTER / GROUND MAN

CONTRACTOR SHALL PROVIDE AND PLACE THE BARRICADES

11. BARRICADES WILL BE POSITIONED 6' FROM EACH SIDE OF THE WORK AREA.

DUST DURING ENTIRE CONSTRUCTION.

1. THE CONTRACTOR WILL USE WATER TO ELIMINATE

CONSTRUCTION.

FLOOR OR THE UNDERLYING SOIL CAUSED BY THE

3. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO

WITH LOCAL REGULATIONS.

BLOCKS, CONCRETE AND REBAR OFF RIA IN ACCORDANCE

AS BOLTS, CANS, BEAMS, CONDUIT, PLATES, PIPES, WOOD

4. THE CONTRACTOR SHALL REMOVE ALL DEBRIS SUCH

CONVERTER ON ALL DIESEL ENGINES.

*CONTRACTOR SHALL HAVE CATALYTIC*

EQUIPMENT USED ARE GAS ENGINES.

5. CONTRACTOR SHALL VENT EXHAUST OUTSIDE. IF

AFTER COMPLETION OF THE PROJECT.

7. THE CONTRACTOR SHALL CLEANUP THE WORKSITE

A MIN. 5000 PSI.

6. NEW CONCRETE FOR MACHINE FOUNDATION SHALL BE

JOINT SEALANT SHALL BE BASF SONOLASTIC SL-1 OR EQUAL.

1/2" RIGID FOAM INSULATION FOR VIBRATION ISOLATION.

AFTER CLEANUP IS COMPLETE, LINE FOUNDATION WITH

8. EXPANSION JOINT MATERIAL UP TO 84" DEEP TYPICAL.

WITH SAW CUTS.

REBAR WILL BE PRESENT AND MUST BE CUT OFF EVEN

2. WHEN SAW CUTTING FLOOR AROUND WORK AREA,

WILL BE DAY SHIFT WORK.

*POURING OF NEW CONCRETE,FRAMING, TYING OF REBAR

2:30 PM AND 11:00 PM OR SATURDAYS.

9. JACK HAMMERING / REMOVAL WILL BE DONE BETWEEN THE TIMES OF

OR TRUCK AGITATORS SHALL BE ACCORDING TO THE FOLLOWING:

THE MAXIMUM HAUL TIME FOR CONCRETE TRANSPORTED IN TRUCK MIXERS

WORKABLE CONDITION. SATISFACTORY FOR PLACEMENT IN THE WORK.

SHALL BE DELIVERED TO THE SITE OF THE WORK IN A PLASTIC AND

10. CONCRETE TRANSPORTED IN TRUCK MIXERS OR TRUCK AGITATORS

208B ULTRA SONIC PIT

bradley.niles Text Box

PLANT ENGINEERING

B. NILES

JMTC CONCRETE PROJECTS

SHEET- 3 OF 6

SECURITY NOTES

R. MCCLURE

02-24-26

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

TARA-LGC

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

208B ULTRA SONIC PIT

bradley.niles

9.16 18.06

27.25 9.27

14.17

10.78

2.87

2.16

W O

M E N

B

M E N

B

M E N

B

B208-B-J3

B208-B-H3

B208-B-D11

B208-B-D11B

BURR POLISHING

RECOIL MACHINING

31925

VIDMAR

SHELFSHELF

14872

BENCH

A/C

STEEL TABLE

DIP TANK

R A

G S

T O

R A

G E

CART

TOP OF RAIL 10'

APPROX 18'

BEAM LENGTH

PIPE

CONDENSATE

6"EAST OF

END OF BEAM

30689

30697

29689

30507 28612

33781

VIDMAR

SHELFSHELF

30411

14872

S T

A N

L E

Y

V

ID

M A

R

S T

A N

L E

Y

V

ID

M A

R

S T

A N

L E

Y

V

ID

M A

R

17,700 SQ.FT.

10"D

25997

28340

SURFACE FURANCE

LEAD POURING HOOD

18095

ENGRAVER

BENCH

HOUSE WATER

UP

U P

A

B

C

D

E

F

G

H

J

1 2 3 4

6 7 8 9

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

208B ULTRA SONIC PIT

PROJECT LOCATION

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B. NILES SHEET- 4 OF 6R. MCCLURE

02-24-26

TARA-LGC

LOCATION IN BLDG 208 BASEMENT

208B ULTRA SONIC PIT

bradley.niles

6"-8" EXISTING FOUNDATION

8"-12" EXISTING CONCRETE

8" THICK PIT WALL - 4'DEEP

4' DEEP4'

8"

8"

6"

66"

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B. NILES

LAYOUT DRAWING

SHEET- 5 OF 6R. MCCLURE

02-24-26

208B ULTRA SONIC PIT

TARA-LGC

208B ULTRA SONIC PIT

RECESSED 3" BY 3" GALVANIZED ANGLE TO RECIEVE METAL GRATES

1/2" EXPANSION BOARD

bradley.niles

PLANT ENGINEERING

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B. NILES

DEMOLITION PLAN/FLOOR CUT PLAN

SHEET- 6 OF 6R. MCCLURE

02/24/26

208B ULTRA SONIC PIT

208B ULTRA SONIC PIT

TARA-LGC

EXISTING SLAB CUT DESCRIPTION

66 INCHES

168 INCHES

bradley.niles

CONCRETE BLOCK WALL CONCRETE BLOCK WALL

NEW OVERHEAD DOOR OPENINGEXISTING OVERHEAD DOOR OPENING

DOOR.

NEW INSULATED POWERED ROLL-UP OVERHEAD

3) CONTRACTOR SHALL PROVIDE AND INSTALL A

THE EXISTING PEDESTRIAN DOOR.

DIMENSIONS. NOTE EXPANDING UP AND AWAY FROM

IN THE EXISTING CONCRETE BLOCK WALL TO THE NEW

2) CONTRACTOR SHALL EXPAND THE DOOR OPENING

DISPOSE OF THE DOOR

OVERHEAD DOOR LEADING INTO THE ROOM AND

1) CONTRACTOR SHALL REMOVE THE EXISTING MANUAL

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B. NILES

OVERHEAD DOOR MODIFICATION

SHEET- 7 OF 7R. MCCLURE

02-24-26

208B ULTRA SONIC PIT

TARA-LGC

208B ULTRA SONIC PIT