Attachment 0001 - Concrete Work.pdf

PDF 3 MB Posted Aug 24, 2021

Attached to: Concrete Work - Mounting Pad for J-Hull Printer Federal contract opportunity
Solicitation number: W9098S21R0020
Issued by: Department of the Army Materiel Command Contracting Command Rock Island Arsenal

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File	Type	Posted
W9098S21R0020 P00003.pdf	PDF	Sep 17, 2021
W9098S21R0020 Amendment 0002.pdf	PDF	Sep 14, 2021
W9098S21R0020 Amendment 0001.pdf	PDF	Sep 8, 2021
Attachment 0002 - Site Visit Meeting Place Map.pdf	PDF	Aug 24, 2021
Attachment 0004 - Visitor Safety Card.pdf	PDF	Aug 24, 2021
Attachment 0003 - Rock Island Arsenal Access Request Form.pdf	PDF	Aug 24, 2021
W9098S21R0020.pdf	PDF	Aug 24, 2021

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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

A N

U .S . G

O V

E R

N M

E N

B R I D

G E

PARKING

RODMAN

D A V E N P

O R T

L E

S P

KINGSBURY

PARKING

TERRACE

PARKING PARKING PARKING

HEDGE

LANE

SOUTH AVENUE

NORTHAVENUE

PARKING

E A

S T

RODMAN

DRIVE

BECK

SYLVAN

U E

KING

DRIVE

SHED

B L U

N T

R O

A D

PROSPECT

DRIV

D R

C E

M E T E R

D R

DYKE

ROAD

R O

D M

BLUNT

PARKING

79 83

S Y

V N

AVE

BAUMBECK AVENUE

216212

AND

DAM

. 1

BETTENDORF

DAVENPORT

MOLINE

ROCK ISLAND

C A N A L

I N

S L O U G H

E. RIVER DR. GRANT ST.

2ND ST.

4TH ST.

3RD ST.

STATE ST.

X X

M I S S

I P P

I R

I V E R

LOCATION ON ROCK ISLAND ARSENAL

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

B. NILES

TARA-IFF

JMTC CONCRETE PROJECTS

SHEET- 1 OF 2

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

SECURITY NOTES

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 contractor�s employment.

at the end of the contract or the last day of an individual access passes. Use FAR 52.204-9 or PADDS Clause IF00015 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

J. Carpentier

07-17-21

JMTC CONCRETE WORK

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

21 29

30-G

98979695

70-G

STATE ST.

2ND ST.

4TH ST.

3RD ST.

M I S S

I P P

I R

I V E R

LOCATION ON ROCK ISLAND ARSENAL

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

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

FOR EQUIPMENT / TRUCKS GOING IN AND OUT OF BLDG.

12. CONTRACTOR WILL PROVIDE SPOTTER / GROUND MAN

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

GENERAL NOTES

A MIN. 5000 PSI.

6. NEW CONCRETE FOR MACHINE FOUNDATION SHALL BE

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

NOTES

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

A N

U .S . G

O V

E R

N M

I D

G E

PARKING

RODMAN

D A V E N P

O R T

L E

S P

KINGSBURY

PARKING

TERRACE

PARKING PARKING PARKING

HEDGE

LANE

SOUTH AVENUE

NORTHAVENUE

PARKING

E A

S T

RODMAN

DRIVE

BECK

SYLVAN

U E

KING

DRIVE

SHED

B L U

N T

R O

A D

PROSPECT

DRIV

D R

C E

M E T E R

D R

DYKE

ROAD

R O

D M

BLUNT

PARKING

79 83

S Y

V N

AVE

BAUMBECK AVENUE

216212

AND

DAM

. 1

BETTENDORF

DAVENPORT

MOLINE

ROCK ISLAND

C A N A L

I N

S L O U G H

E. RIVER DR. GRANT ST.

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.

B. NILES

TARA-IFF

WITH SAW CUTS.

REBAR WILL BE PRESENT AND MUST BE CUT OFF EVEN

2. WHEN SAW CUTTING FLOOR AROUND WORK AREA, JMTC CONCRETE PROJECTS

WILL BE DAY SHIFT WORK.

*POURING OF NEW CONCRETE,FRAMING, TYING OF REBAR

SHEET- 2 OF 2

QUALIFIED WORKMENT.

WORK SHALL BE PERFORMED BY COMPETENT, EXPERIENCED,

CONSTRUCTION (AISC) STANDARDS AND SPECIFICATIONS. ALL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

14. FABRICATION AND INSTALLATION OF STRUCTURAL STEEL

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

CONTRACTOR SHALL PROVIDE AND PLACE THE BARRICADES

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

RIA REPRESENTATIVE JOE CARPENTIER IMMEDIATELY.

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF

15. ANY DISCREPANCIES IN PLANS, OR BETWEEN PLANS AND

JMTC CONCRETE WORK

J. Carpentier

07-17-21

AND INTO FORMS.

IS WORKED AROUND REINFORCING AND OTHER EMBEDDED ITEMS

EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE

13. CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

16. DRAWING NOT TO SCALE.

X X

SECURITY NOTES

CONSTRUCTION NOTES

INDEX

GUARD RAIL

COMMUNICATIONS

CLOSET

D R

AIL

D R

AIL

OFFICE

TRANSPORTATION

GUARD RAIL

33597

ETCHING

33365

D4281

SCALE

34471

34567

L A

T H

T E

N T

W E

L D

T A

B L

P L

A S

M A

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

S E

T A

N K

W E

L D

C U

T T

E R

W E

L D

E R

L A

T H

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

S E

T A

N K

W E

L D

L A

T H

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

S E

T A

N K

W E

L D

L A

T H

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

E T

T A

N K

W E

L D

L A

T H

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

S E

T A

N K

W E

L D

C U

T T

E R

W E

L D

E R

T A

B L

P L

A S

M A

T E

N T

W E

L D

C U

T T

E R

W E

L D

E R

T A

B L

P L

A S

M A

T E

N T

W E

L D

C U

T T

E R

W E

L D

E R

C U

T T

E R

W E

L D

E R

T A

B L

P L

A S

M A

T A

B L

P L

A S

M A

T E

N T

W E

L D

T E

N T

W E

L D

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

ADA compliant 2 urinals 2 stalls Tra sh

Re cyc le

Refrigerator

Mic ro

Ve ndi ng

Tra sh

Re cyc le

REFRIGERATED CONTAINER

33968

17913

FARREL BRMINGHAM

50 HP

MIXING HOOD

W/ SCALE

ROLL MILL

ERIE ENGIN

29113 30007

15 AMPS

31704

RUBBER MILL

7.8 HP

COOLING TABLECOOLING TABLE

17531

RUBBER

CHEMICAL

STORAGE

RACK

RUBBER

CHEMICAL

STORAGE

RACK

STORAGE

RUBBER

CHEMICAL

RACK

CHEMICAL

RUBBER

STORAGE& EYEWASH STATION

EMERGENCY SHOWER

1.2014

0.85830 .1

0.3433

0.8581

1.7163

5-18-08

PP-65

GRANITE

ADA compliant 2 urinals 2 stalls Tra sh

Re cyc le

Refrigerator

Mic ro

Ve ndi ng

Tra sh

Re cyc le

34465

Torrit

42' BED

B i n

S t o r a g e

D R

AIL

D R

AIL

D R

AIL

D R

AIL

R m

L A

T H

T E

N T

W E

L D

T A

B L

P L

A S

M A

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

S E

T A

N K

W E

L D

C U

T T

E R

W E

L D

E R

L A

T H

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

S E

T A

N K

W E

L D

L A

T H

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

S E

T A

N K

W E

L D

L A

T H

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

E T

T A

N K

W E

L D

L A

T H

E C

U S

H E

L L

E C

U S

H E

L L

E C

U C

O M

A I R

D R

I L

GEN SET

S E

T A

N K

W E

L D

C U

T T

E R

W E

L D

E R

T A

B L

P L

A S

M A

T E

N T

W E

L D

C U

T T

E R

W E

L D

E R

T A

B L

P L

A S

M A

T E

N T

W E

L D

C U

T T

E R

W E

L D

E R

C U

T T

E R

W E

L D

E R

T A

B L

P L

A S

M A

T A

B L

P L

A S

M A

T E

N T

W E

L D

T E

N T

W E

L D

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

Tra sh

Re cyc le

Ve ndi ng

34178

29328

110 V 31197

110 V

24859

480 V

29027 480 V

33152

PRODUCTION

RECIEVING

WOMENS

MENS

OFFICE

71631 71632

ELEC

FENCE FENCE FENCE

FENCE

F E

N C

DRYER

TMS-D540

42529040

SSR-EP100

CK865-1U08257

COMPRESSOR

AIR

SPRINKLER

GUARD RAIL

GUARD RAIL GUARD RAIL

ACHAWKEYE MATERIALINSTALLED 4-2-09

WINDOWWINDOW

WINDOW

GUARD RAIL

PRODUCTION

RECIEVING

COMPARATOR

OPTICAL

Ve ndi ng

PLIABLES

GUARD RAIL

COMMUNICATIONS

CLOSET

D R

AIL

D R

AIL

OFFICE

TRANSPORTATION

GUARD RAIL

33597

ETCHING

33365

D4281

SCALE

34471

34567

Refrigerator

Micro

Recycle

Ve ndi ng

KIT

SPILL

34448

34341

34348

TABLE

STACK

TABLE

STACK

LOW-PRESSURE PRESS

120WX102DX222H

HOT OIL

STATION

34510

34515

SID

34472

B i n

S t o r a g e

10,850 sq/ft

' R

O L

L U

34564

108Lx44wx52h

EACH

CHILLERS

T S

IDE

TOC

LAV

"216'-4

BAFFLE PRO

CES

REC

IRC

164x82x99H

T S

IDE

3000 GAL

NITROGEN

W A

L L

LOADING DOCKS

D R

P R

E S

34377

34484

33810

34381

33804

TABLE

33591

T A

B L

T A

B L

33600

33739

33731

Q.C.M.L. Tra sh

Re cyc le

Ve ndi ng

Tra sh

Re cyc le

Refrigerator

Re frig era tor

Micro

Mic ro

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

C H

E R

C H

E R

C H

E R

HEATER

WATER

33955

1-TON

R A

M P

STEP

1 2 3

5 6 7

Training

H C ra n e

A C

WINDOW

T R

A N

Office #1

Office #4

Office #5

Office #6

Off

Office #8

Rm C631R m

R m

B 5Rm B60

R m

Rm C42

Rm C42A Rm C42B

R m

Rm B32

Rm B33

Rm B25

Rm B21

Rm B21A Rm B21B Rm B21C

Rm B21D

Rm B21E Rm B21F Rm B21G

R m

Rm 110AA

Media Inspection PSS

Methods PSS Supervisor

B299 - 1st Floor

#12

R m

#11

R m

P P

R m

M E N

O M E N S

#29

#28

#27

#17

#25

#26

#20

#24

#23

Rm F631

#19

R m

#13

#14

#15A

#15

#18

33968

17913

FARREL BRMINGHAM

50 HP

MIXING HOOD

W/ SCALE

ROLL MILL

ERIE ENGIN

29113 30007

15 AMPS

31704

RUBBER MILL

7.8 HP

COOLING TABLECOOLING TABLE

17531

RUBBER

CHEMICAL

STORAGE

RACK

RUBBER

CHEMICAL

STORAGE

RACK

STORAGE

RUBBER

CHEMICAL

RACK

CHEMICAL

RUBBER

STORAGE& EYEWASH STATION

EMERGENCY SHOWER

1.2014

0.85830 .1

0.3433

0.8581

1.7163

5-18-08

PP-65

GRANITE

34228

34236

34310

O V

E N

B O

DRYING

KEVLAR

RACKS

LAYUP

AREA

BAGGING

40' SPREADER TABLE

K E

V L

A R

T E

N Y

S L

O N

GOODS

ROLLED

LAMINATING ROOM

AIR-CONDIDTIONED

STACK

TABLE

CHILLED WATER TANK

AND PUMP SYSTEM

P A

C L

P A

C L

P A

C L

AUTOCLAVE

REFRIGERATED CONTAINERREFRIGERATED CONTAINER

STEP DOWN

INSTALLED 4-2-09HAWKEYE MATERIAL

FUSED / ELEC WINDOW

DISCONNECT

TRANSFORMER

6'x9'TALL

RIA#34828

RIA#34826

1- N

REFRIGERATED CONTAINER

Re frig era tor

Mic ro

PLIABLES

34228

34236

34310

O V

E N

B O

DRYING

KEVLAR

RACKS

LAYUP

AREA

BAGGING

40' SPREADER TABLE

K E

V L

A R

T E

N Y

S L

O N

GOODS

ROLLED

LAMINATING ROOM

AIR-CONDIDTIONED

STACK

TABLE

CHILLED WATER TANK

AND PUMP SYSTEM

P A

C L

P A

C L

P A

C L

AUTOCLAVE

I R

C U

T T

T A

B L

B I N

S T

O R

A G

C CT

WASH

1-TON

BRIDGE

33722

BOX

SHOP

TRANSPORTATION

UNLOADING

BOX

SHOP

PANEL SAW

B A

T T

E R

Y C

H A

R G

E R

HOUSE AIR

33690

71496

71497

71623

A I R

1/2 TON

ELEC

1/2 TON

RAMP

MK. S005AROBOT SUPPORT FRAME

34448

34341

34348

TABLE

STACK

TABLE

STACK

LOW-PRESSURE PRESS

120WX102DX222H

HOT OIL

STATION

34510

34515

SID

34472

B i n

S t o r a g e

10,850 sq/ft

' R

O L

L U

34564

108Lx44wx52h

EACH

CHILLERS

T S

IDE

TOC

LAV

"216'-4

BAFFLE PRO

CES

REC

IRC

164x82x99H

T S

IDE

3000 GAL

NITROGEN

W A

L L

LOADING DOCKS

D R

P R

E S

34377

34484

33810

34381

33804

TABLE

33591

T A

B L

T A

B L

33600

33739

33731

Q.C.M.L.

34465

Torrit

42' BED

Refrigerator

Micro

Recycle

Ve ndi ng

REFRIGERATED CONTAINERREFRIGERATED CONTAINER

STEP DOWN

INSTALLED 4-2-09HAWKEYE MATERIAL

FUSED / ELEC WINDOW

DISCONNECT

TRANSFORMER

6'x9'TALL

RIA#34828

RIA#34826

1- N

REFRIGERATED CONTAINER

Re frig era tor

Mic ro

KIT

SPILL

Tra sh

Re cyc le

Refrigerator

Re frig era tor

Micro

Mic ro

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

CabinetCabinet

Cabinet

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

S H

E L

T E

C H

E R

C H

E R

C H

E R

HEATER

WATER

33955

1-TON

R A

M P

STEP

1 2 3

5 6 7

Training

H C ra n e

A C

WINDOW

T R

A N

Office #1

Office #4

Office #5

Office #6

Off

Office #8

Rm C631R

R m

B 5Rm B60

R m

Rm C42

Rm C42A Rm C42B

R m

Rm B32

Rm B33

Rm B25

Rm B21

Rm B21A Rm B21B Rm B21C

Rm B21D

Rm B21E Rm B21F Rm B21G

R m

Rm 110AA

Media Inspection PSS

Methods PSS Supervisor

B299 - 1st Floor

#12

R m

#11

R m

P P

R m

M E N

O M E N S

#29

#28

#27

#17

#25

#26

#20

#24

#23

Rm F631

#19

R m

#13

#14

#15A

#15

#18

D R

AIL

D R

AIL

D R

AIL

D R

AIL

R m

REFRIGERATED CONTAINER

34178

29328

110 V 31197

110 V

24859

480 V

29027 480 V

33152

PRODUCTION

RECIEVING

WOMENS

MENS

OFFICE

71631 71632

ELEC

FENCE FENCE FENCE

FENCE

F E

N C

DRYER

TMS-D540

42529040

SSR-EP100

CK865-1U08257

COMPRESSOR

AIR

SPRINKLER

GUARD RAIL

GUARD RAIL GUARD RAIL

ACHAWKEYE MATERIALINSTALLED 4-2-09

WINDOWWINDOW

WINDOW

GUARD RAIL

PRODUCTION

RECIEVING

COMPARATOR

OPTICAL

Ve ndi ng

B i n

S t o r a g e

I R

C U

T T

T A

B L

B I N

S T

O R

A G

C CT

WASH

1-TON

BRIDGE

33722

BOX

SHOP

TRANSPORTATION

UNLOADING

BOX

SHOP

PANEL SAW

B A

T T

E R

Y C

H A

R G

E R

HOUSE AIR

33690

71496

71497

71623

A I R

1/2 TON

ELEC

1/2 TON

RAMP

MK. S005AROBOT SUPPORT FRAME

A ir H ose

Q uick D isconnect

A ir H ose

Q uick D isconnect

A ir H ose

Q uick D isconnect

A ir H ose

Q uick D isconnect

B last B ooth T op view

ELEC

ENCLOSURELOCKABLE

ELEC

A ir H ose

Q uick D isconnect

A ir H ose

Q uick D isconnect

A ir H ose

Q uick D isconnect

A ir H ose

Q uick D isconnect

B last B ooth T op view

ENCLOSURELOCKABLE

MEN WOMEN

SLOPE DOWN TO GRADE

MEN WOMEN

MENWOMEN

LOWER LEVEL

LOWER LEVEL LOWER LEVEL LOWER LEVEL

FIRE CONTROL

14 FT X 24 FT SLAB

TO PUT DUST COLLECTOR

AND FAN ON

TANK

TANK PIT

U P

MEN WOMEN

67 65

L A

N D

RAMP UP

LINES

STEAM

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

Electrical

Sub-Station

V E

N D

M A

C H

WOMEN MEN

GENERAL DESCRIPTION OF WORK

in building 299 Craneway.

equipment manufacture, contractor shall build the designed concrete foundation

(N00156-70-620.CATDrawing.pdf) Once the design is complete and reviewed by the

Design shall be engineered using supplied prints and narrative.

design, and construction of a foundation for New Large Scale Additive equipment.

1.)Purpose: The purpose of this contract is to provide RIA-JMTC with engineering, information to create an acceptable equipment foundation.

with precise equipment loading. This is a Design/ build contract using this

2.)Background: Equipment manufacture has supplied a generic conceptual print to extent possible to avoid landfills.

contract requirements for daily and final cleanup. All recyclables to be recycled disposed of properly by Sub-contractor. Contractors attention is directed to the

Environmental Regulation. All debris from project shall be hauled off island and

All work must meet the "EPA", State of Illinois, and / or Department of the Army manner, and in accordance with "OSHA" and "Corps of Engineers" safety regulations.

3.)Other Qualifications: All work shall be performed in a neat and "work-man-like" qualified personnel consistent with best commercial practice.

4.)Personnel Qualifications: The contractor shall provide the experienced and

-1-

-A- -A-

-B- -B-

-C- -C-

-D- -D-

-2--3--4--5--6--7--8--9--10--11--12-

-2--3--4--5--6--7--8--9--10--11--12- -1-

3RD ANGLE

PROJECTION

SHEET:UNITS =SCALE:DATE:CHECK BY:

DRAWN BY: DATE: TITLE:

THE INFORMATION HEREIN IS THE EXCLUSIVE PROPERTY OF INGERSOLL MACHINE TOOLS INC.

IT IS THE UNDERSTANDING THAT IT WILL BE USED FOR MAINTENANCE ONLY AND WILL NOT BE DIVULGED TO OTHERS.

ZONECHKDATEBYDESCRIPTIONLET

REFERENCE

LAYOUTS:

ESTIMATED WEIGHT:

mm 01 of 01 klaus 05/19/21 xxx xx/xx/xx

A -

FOUNDATION

N00156-70-620

4/061:100 xxx

ORIENTATION OF GEOMETRY

FEATURE, BEST FIT CHARACTERISTIC TOLERANCE

PLANE OF WORKZONE AS A RESULT OF MACHINEACCELERATION, DYNAMIC WEIGHTS AND MOVEMENTOF THE WORKPIECE IN THE WORKZONE

FLAT .1 mm

PLANE CREATED BY Y-SLIDE AND X SLIDE TRAVEL FLAT .1 mm PLANE CREATED BY Y-SLIDE AND X-SLIDE TRAVELRELATIONSHIP TO WORKZONES PARALLEL 2 sec POINT AT END OF Z SLIDE FACE - SEE VIEW A-A DISPLACEMENT .1 mm

FOUNDATION REQUIREMENTS:This drawing shows the general arrangement required for the foundation of thismachine.Depth of foundation, placement and size of reinforcing steel to suit the loadbearing characteristics of the soil to be determined by customer.The foundation contractor must paint foundation with a liquid proof paintAFTER the installation of the machine to prevent the foundation from absorbingmoisture.The customer furnishes all foundation guards, shields, and chip deflectorsunless otherwise specified.The foundation contractor will route main electric, water, and air tolocations required in the foundation.All pipes and/or hoses requiring embedment into the foundation are to besupplied by the customer.All embeds required in the foundation for anchoring Ingersoll suppliedequipment are designed and furnished by the foundation contractor and are theresponsibility of the customer.Ingersoll will furnish leveling wedges, jack posts, anchoring hardware for themain machine.NOTES:All male foundation edges to be protected with anchored angle iron.Foundation plates may be made from welded sections.CONCRETE:1. Concrete material and workmanship shall be determined by civil engineer.2. Concrete for the main foundation block shall have a minimum ultimatecompressive strength of 4000 PSI at 28 days.3. Concrete for the remaining construction shall have a minimum ultimatecompressive strength of 4000 PSI at 28 days.4. All joints in the foundation work are to receive a water stop. 5. Replace existing slabs removed or broken during construction withmatching new 6" min. slabs. Cut edges of existing slabs for clean joint lines. At joints between new and existing slabs provide #6 x 20" smooth dowel @1' o.c., set 6" into existing slab. Maximum joint spacing between control/construction joints is 20'.Provide joint at all foundation corners.6. Main foundation block to be continuous pour. Contractor to have backupmethod to maintain pour in event of equipment problems.TOLERANCES: 1. Concrete flatness +/- 1/8"2. Flatness of embedded plates: +/- 1/8"3. Parallelism tolerance of embedded steel: +/- .08"4. Vertical tolerances: +/- 3/8" to concrete5. Vertical tolerances: +/- 3/16" to embedded steel plates

REINFORCING STEEL1. Bar bending and placement details shall be determined by civil engineer.2. All reinforcing shall be "Deformed New Billet Steel Bars", ASTM A615 plusASTM A615-82 (S1), Grade 60.3. Minimum concrete cover over reinforcement; (unless noted) a. 75 mm for concrete cast against soil b. 50 mm for all other concrete4. Spacing of reinforcement may be adjusted plus or minus 100 mm to clearembedded anchors in individual cases,otherwise add equal bars each side. Overall dimension divided by number ofbars shall not exceed the specified spacing.5. Minimum lap splice to be 36 diameters.6. Do not weld rebars, use binding wire

ADDITIONAL NOTES:All exposed metal parts must be electrically grounded.The customer must supply all items shown on foundation drawings, unless otherwise noted on print.All non concrete features are to be properly tied to parent foundation and good civil engineering practices are to be followed. The foundation is to be sealedagainst ground moisture by means of a plastic sheet.The customer provides Ground Connections, Wire end Electrodes at <= 5 Ohms as measured from the ground stud through the primary electrode separated by 6m ofearth. Additional grounds should be installed when necessary to insure that the impedance does not exceed 5 Ohms.The resistance measurement should be made in terms of a voltage-current relation, such as the current of a 110V 100 Watt light bulb.This drawing has not been checked by a civil engineering firm and may not be used for construction, unless the customer gets approval from a civil engineeringfirm accredited to work at the site where this foundation will be constructed.Dimensions that show mm and " shall be designed to the mm dimensions, the inch dimensions are rounded.

MAY 19TH 2021: KH: THIS DRAWING IS THE 1ST VERSION OF N00156-70-620. THIS DRAWING SHALL BEUSED BY THE FOUNDATION DESIGNER.IT IS INTENDED TO SHOW THE KEY DIMENSIONS AND FOUNDATION REQUIREMENTS FOR THE MACHINE TOFUNCTION PROPERLY.UNTIL THIS DRAWING AND THE MACHINE LAYOUT HAVE BEEN FINALIZED AND APPROVED, REVISIONS WILL BENOTED HERE WITH A LIST OF CHANGES.ORIGINAL DRAWING CREATED IN CATIA, DRAWING UNIT IS mm. AVAILABLE UPON REQUEST IN OTHER FORMATSSUCH AS AUTOCAD.MAY 25TH 2021: UPDATE LAYOUT AFTER ON SITE VISIT, INDICATE NORTH, REFERENCE BUILDING COLUMNRR36. INVERT MACHINE ORIENTATION.JUNE 9TH 2021: ADD DIMENSIONS, ADJUST ANCHOR HOLESJUNE 25TH 2021: ADD GROUT RINGS, UPDATE GROUT QTY., ADD PUSHER EMBEDS.

FOUNDATION, STATIC AND DYNAMIC LOADS: (note that all weights are stated in metric tons) FOR THE PURPOSES OF FOUNDATION CALCULATIONS, THE FOLLOWING SHALL BE VALID FOR THE MACHINE / WORKPIECE SLAB:The entire machine can accelerate at 2 m/s^2 in X direction.The entire machine weighs 75 ton, this is the weight of the columns and bridge plus the weight moving in Y direction.A total of 19 ton can accelerate at 2 m/s^2 in Y direction. This is the weight of the saddle plus the weight moving in Z direction.A total of 9 ton can accelerate at 2 m/s^2 in Z direction. This is the weight of the ram and the milling head and MELD module.The weight of the machine is distributed over two rails. As a total of 19 ton move in Y direction a possible imbalance from one side to the other results.A column therefore applies a load between 36 ton and 37 ton to the runways as the saddle moves from side to side.The force in one particular column is also not evenly distributed,depending on the direction of acceleration, additional loads are added or subtracted.The force into the front of a column can be as low as 6 ton and as high as 37 ton.The force into the rear of a column can be as low as 11.3 ton and as high as 21.2 ton.The runways distribute the machine load into the foundation over a length of 6 m, so slightly extending past the column base (4.4m).Static runways guide the moving mass and transfer the loads into the foundation. These runways weigh 15 ton per side.Each anchor point of these runways must support:120kN max. static load. The force into the end of the runways can be as high as 72 kN per side.The runways also may have internal stresses caused by the leveling. These stresses can cause forces into the anchors of +/- 10 kN. This would be superimposed to the load ofthe machine passing overhead.The center of gravity of the machine is as much as 1 m to the right and 1 m left of the centerline of the machine.The center of gravity of the machine is 8 m above floor level.The center of gravity of the machine is 0.40 m forward of the column centerline.

An additional force, not directly into the foundation but into the mezzanine structure stems from the drag forces of the X axis cable carrier, these forces are +/- 2000Newton in X direction.In case of an overtravel condition of the X-axis, a force of 72 kN can briefly be applied to each end of the runways.

The MACHINE/WORKPIECE workzone consists of the workpiece that gets located between the runways. The maximum weight of this tool is 100 ton and must be considered whencalculating the foundation thickness.

240"

32"

72"

173" LH COLUMN

RH COLUMN

RUNWAYS

CGINSIDE OFTHIS BOX

BRIDGESADDLE, RAMFDM

WORKZONE

VIEW B-B (THIS SHEET)

SHOWN AT ENDOF TRAVEL

RELATIVE DISPLACEMENT

FOR ALL WORKZONES

END OF Z SLIDE FACE

ANY POINT IN THE WORKZONE

VIEW B-B

FLOOR LEVEL

0.4

3.0

4.0

DETAIL D: 1:10SURROUND PITANCHOR WITH NELSON STUDS,1 STUD PER FOOT

8675 WALL TO MACHINE

28 512

2768.6 9 1

1 4.5

10175 33 4.6

1 4.5

5087.5 16 8.3

788.6 2 7.0

10 4

8 2

3 3

8 22500

8 2

3 32500

8 22500 8 2

8.3

E W

WOR

KPI

ECE

COLUMN RR36

EMBEDDEDSUPPORT (18X)

C C

4 (SAND BASE)

4 (MUD SLAB)

DIMENSION TO BE DETERMINED

BY CIVIL ENGINEER

DIMENSION TO BE DETERMINED

BY CIVIL ENGINEER

3 6

6299.2 20 8

11400 MAIN SLAB

37 5

2 7

6 8

76.2 TABLE RECESS

SECTION A-A

STEEL PLATE BY INGERSOLL

LAYOUT ENTIRE FOUNDATION PIT WITH WATERPROOF MEMBRANE.

CABLE CARRIER SUPPORTLOAD: 70 lb/ftBY CUSTOMER

UNISORB V1120 ft^3OR EQUIVALENT

W6X16

9347.2 30 8

18200 MAIN SLAB

59 9

1160.8

3 10 HEIGHT TBD

SECTION C-C

FILL GAPS WITH POURABLE,FLEXIBLE GROUT.

COLUMN RR36

COREDRILL OR USE EMBEDDED CANISTERS

GROUT RINGS, CARDBOARD TUBE, 12" X 3"144 PIECES

EXAMPLE, REBAR LAYOUT,REBAR CHAIRS NOT SHOWN

500 TYPICAL

1 8500 TYPICAL

1 8

2 .4

EMBEDDED SUPPORT (18X)SCALE 1:10

SECURE WITH J-BOLTS

4.0

2.5

0.5

CHANNELA-36, 4"-9

jhull concrete page 1

jhull concrete page 2

N00156-70-620.CATDrawing

File details come from the government source that posted it. Updated Aug 24, 2021.