26-4-14 Concrete Work B230 (26-03-12) SOW.pdf

GENERAL LOCATIONS

CONCRETE MOUNTING PADS

PLANT ENGINEERING

ROCK ISLAND ARSENAL JMTC

11-MAR-26

DRAWN

SCALE DATE

APPROVED

NO.

DRAWING

TARA-LGC

PLANT ENGINEERING DIVISION

ROCK ISLAND ARSENAL

DMG CONCRETE MOUNTING PADS

SHEET 1 OF 6B. McCLURE B. NILES

NONE

6CONSTRUCTION PLAN

5DEMOLITION PLAN

4LOCATION/LAYOUT PLAN

3GENERAL SECURITY NOTES

2GENERAL NOTES

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

BLDG 230 CONCRETE WORK

1 2

SPILL

PAD

C U

R T

A

IN

PROPYLENE

STORAGE TANKS

ELECTRICAL

SUB - STATION

PUBLIC WORKS

BREAK AREA

R m

C

R m

D

R m

C

A

C1 C2

C4

C3

C6C5

C9

C10

D

C

K I T

S P

I L

L

N

IT

R O

G E

N

18" Thick 18" Thick 18" Thick

18" Thick 18" Thick18" Thick

18" Thick

T O

B A

L C

O N

Y

DOCK

U P

T O

B A

L C

O N

Y U

P

UP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 21 22 23 2419

A

B

C

D

E

MANHOLE

MANHOLE

STEAM

TUNNEL

S.SEWER

S.SEWER

SWITCH

GEAR

GEAR

GEAR

SWITCH

SWITCH

DRAIN

SWITCH GEAR

SWITCH GEAR

SWITCH GEAR

SUMMIT

BLDG

HEAT

bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Line bradley.niles Line

GENERAL NOTES

CONCRETE MOUNTING PADS

PLANT ENGINEERING

ROCK ISLAND ARSENAL JMTC

11-MAR-26

DRAWN

SCALE DATE

APPROVED

NO.

DRAWING

TARA-LGC

PLANT ENGINEERING DIVISION

ROCK ISLAND ARSENAL

DMG CONCRETE MOUNTING PADS

SHEET 2 OF 6B. McCLURE 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

SATURDAYS. FRAMING, TYING REBAR AND POURING WILL BE DAY SHIFT.

ON 2ND SHIFT STARTING FROM 2:30 TO 11:00 AT NIGHT OR

8. DEMOLITION/JACK HAMMERING/REMOVAL WILL BE PERFORMED

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

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

11-MAR-26

DRAWN

SCALE DATE

APPROVED

NO.

DRAWING

TARA-LGC

PLANT ENGINEERING DIVISION

ROCK ISLAND ARSENAL

DMG CONCRETE MOUNTING PADS

SHEET 3 OF 6B. McCLURE B. NILES

NONE

DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.

B230 CONCRETE WORK LAYOUT

PLANT ENGINEERING

ROCK ISLAND ARSENAL JMTC

11-MAR-26

DRAWN

SCALE DATE

APPROVED

NO.

DRAWING

TARA-LGC

PLANT ENGINEERING DIVISION

ROCK ISLAND ARSENAL

DMG CONCRETE MOUNTING PADS

SHEET 4 OF 6B. McCLURE B. NILES

NONE

DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.

C U

R T

A

IN

ELECTRICAL

SUB - STATION

PUBLIC WORKS

R m

C

R m

C

A

C1 C2

C4

C3

C6C5

C

K I T

S P

I L

L

U P

T O

B A

L C

O N

Y

UP

11 12 13 14 15 16 17 18 20 21 22 23 2419

A

B

C

STEAM

TUNNEL

DRAIN

SUMMIT

BLDG

HEAT

1 2 3

8' 4"

18' 37' 37' 18' 10"

1' 10"

17'

20'

34' 6"

12' 3"

33' 6" 47' 6" 38' 6" 11'

48'

53'

1' 6"

BASED ON FUNDING ALLOWANCE FOR PROJECT.

"OPTION" AN AS MARKED BE WILL #7 AND #4 MARKED PADS THE 3)

OPENING.

DOOR THE OF EXTERIOR THE PAST INCHES 24 TO UP REPLACED

BE WILL DOOR OVERHEAD THE THROUGH GOING THREASHOLD THE 2)

1% SLOPE.

THAN MORE NO BUT BUILDING THE OF EXTERIOR THE TOWARDS SLOPED

BE CAN DOOR OVERHEAD THE NEAR SECTION THE DOOR. OVERHEAD

THE NEAR SECTION SHORT THE EXCEPT HEIGHT SAME THE BE

SHOULD SLABS NEW ALL ELEVATION. SAME THE AT BE NOT MAY END

EAST THE AND BUILDING THE OF MIDDLE THE DEVEATION. 10' OVER

1/4" A THAN GREATER NO MAINTAIN MUST FOUNDATION ELEVATION.

SAME THE BE ALWAYS NOT WILL FOUNDATIONS SURROUNDING AREA 1.)

SELF LEVELING SEALER.

WITH FILLED JOINTS AND PADS BETWEEN ISOLATION HAVE STILL BUT

TOGETHER DOWELLED BE WILL PLADS ALL ISLEWAY. LONG 1 AND PADS

REINFORCED CONCRETE THICK INCH 18 - 7 TO UP OF INSTALLATION

AND CONCRETE EXISTING REMOVING FOR IS PROJECT THE

NOTES:

THRESHOLD

bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle bradley.niles Rectangle

CUT LINE VIEW

NEW MOUNTING PADS

DEMO AS NEEDED TO INSTALL

DISTURBED.

NOTE: BUILDING COLUMNS AND FOOTINGS WILL BE AVOIDED AND NOT

B230 CONCRETE WORK ELEVATION/DEMOLITION PLAN

PLANT ENGINEERING

ROCK ISLAND ARSENAL JMTC

11-MAR-26

DRAWN

SCALE DATE

APPROVED

NO.

DRAWING

TARA-LGC

PLANT ENGINEERING DIVISION

ROCK ISLAND ARSENAL

CONCRETE MOUNTING PADS

SHEET 5 OF 6B. McCLURE B. NILES

NONE

DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.

C U

R T

A

IN

ELECTRICAL

SUB - STATION

PUBLIC WORKS

R m

C

R m

C

A

C1 C2

C4

C3

C6C5

C

K I T

S P

I L

L

Thick

18"

18" Thick 18" Thick

U P

T O

B A

L C

O N

Y

UP

11 12 13 14 15 16 17 18 20 21 22 23 2419

A

B

C

STEAM

TUNNEL

DRAIN

6"-8" Thick

Thick

18"

Thick

18"

Thick

18"

6"-8" Thick

6"-8" Thick

Thickness

Unknown

6"-8" Thick

B230 CONCRETE WORK ELEVATION/CONSTRUCTION PLAN

PLANT ENGINEERING

ROCK ISLAND ARSENAL JMTC

11-MAR-26

DRAWN

SCALE DATE

APPROVED

NO.

DRAWING

TARA-LGC

PLANT ENGINEERING DIVISION

ROCK ISLAND ARSENAL

CONCRETE MOUNTING PADS

SHEET 6 OF 6B. McCLURE B. NILES

NONE

DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.

6"-8" EXISTING CONCRETE

#5 REBAR MESH 4"-6" FROM TOP AND BOTTOM SURFACES.

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

18 IN