Attachment 0001 7 axis 211 Concrete (23-06-16).pdf

OVERVIEW 7 AXIS CONCRETE

SHEET- 1 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

TARA-LGC

B. NILESR. MCCLURE

06-08-23 DISTRIBUTION STATEMENT A: Approved for public release; distribution is unlimited.

Level I awareness training and assuring the training is completed.

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

access pass being issued.

Operations Center prior to a RIA-JMTC electronic key and/or contractor employee and subcontractor employee to the RIA-JMTC

The contractor shall sign a Memorandum of Record for each require changes in contractor security matter or processes.

individual facility or installation change, the Government may contract, should the Force Protection Condition (FPCON) at any changes otherwise aurhorized by the change clasue 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 subcontractor employees through the RIA Directorate of Emergency Services.

to complete the Access Control Records Check request form the Government recpresentative). The COR will provide guidance access and local security policies and procedures (provided by Directive 2014-05/AR 190-13), appIicable installation facility (NCIC-III) and Terrorist Screening Database (TSDB) (Army NotionaI Crime Information Center interstate identification Index comply with adjudication standards and procedures using the Contractor and aII associated subcontractor empIoyees shoII contractor's employment.

at the end of the contract or the last day of the individual access passes. Use FAR 52.204-9 or PADDS Clause (F00015) Government Common Access Cards, installation badges, and/or Contractor will acquire and need to return all issued U.S.

box at the RIA-JMTC access point.

needed. Items will be returned to the COR or placed in a drop items and will be returned within 24-hrs of no longer being RIA-JMTC electronic keys and access passes are accountable be issued them in support of any future contract.

Contractors who routinely fail to return these tiems will not training will be provided in the RIA-JMTC AT training.

all employees on the local iWatch program. The iWatch The contractor and all associated subcontracotrs shall brief

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

Department. The RAMP program is discussed inthe RIA-JMTC AT training.

Contractors will comply with any instruction given by the Rock Island Arsenal Police installation RAMP security program (e.g. vehicle searches, wearing of ID badges, etc).

Contractor personnel working on Rock Island Arsenal are subject to participation in

B.211 7 AXIS CONCRETE

618"

D

HV TOOL CHANGER

120 TOOL AUTOMATIC

CUSTOMER SUPPLIED DRAWING

ROOM/STRUCTURE BASED ON

SUPPLIED DRAWING.

ACCORDING TO CUSTOMER

COLUMN STRUCTURES

5.91[]"

CUSTOMER SUPPLIED DRAWING

WALL BASED ON

.5

.9

(3

72.01)"

(1829

10001250

1250 1250

1250 1250

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62 64

102 104

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PARKING

PARKING

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PARKING PARKING PARKING

HEDGE

LANE

SOUTH AVENUE

NORTHAVENUE

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PARKING

PARKING

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BAUMBECK AVENUE

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BETTENDORF

DAVENPORT

MOLINE

ROCK ISLAND

C A N A L

M

O

L

I

E

S L O U G H

E. RIVER DR. GRANT ST.

21 29

30-G

70-G

2-G 3-G

4-G

6-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

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62 64

102 104

157120144

301-G

314 312

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332333

204203

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D A

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P O R T

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IL

L E

S P

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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

A

VEN

U E

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DRIVE

SHED

B

LU

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79 83

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216212

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DA

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N O

BETTENDORF

DAVENPORT

MOLINE

ROCK ISLAND

E. RIVER DR. GRANT ST.

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

LOCATION ON ROCK ISLAND ARSENAL

PC

X

X

X X X

X

X

X

X

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XX

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

2ND ST.

4TH ST.

3RD ST.

STATE ST.

PC

X

X

X X X

X

X

X

X

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X

BLDG. 211 7-AXIS

REFERENCE AREA

MIS

SIS

SIP

PI R

IVER

2ND ST.

4TH ST.

3RD ST.

STATE ST.

21 29

30-G

70-G

2-G 3-G

4-G

6-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

LOCATION ON ROCK ISLAND ARSENAL

X

X

NOTES

REPRESENTATIVE FOR GATE PASS AND FUCTIONALITY

11. CONTRACTOR WILL COORDINATE WITH CONTRACTING OFFICER

CONSTRUCTION PROCESSES.

ALL GROUND GUIDES AND OR FIRE WATCH DURING DEMO

19. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING

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

WITH LOCAL REGULATIONS.

BLOCKS, CONCRETE AND REBAR OFF RIA IN ACCORDANCE

AS BOLTS, PAPER, PLASTIC, CONDUIT, PLATES, PIPES, WOOD

4. THE CONTRACTOR SHALL REMOVE ALL DEBRIS SUCH

STOCK PILE AT JMCT'S DESIRED LOCATION.

3 FT DOWN AND 6 FT OUSIDE OF FOUNDATION SLAB DIMENSIONS

5. CONTRACTOR WILL EXCAVATE EXISTING GRAVEL BANK

AND RAMPS.

THE NEW UNIFORM THICKNESS CONCRETE SCALE PAD, APPROACHES

BASE LAYER THAT IS COMPACTED AND LEVELED TO ACCEPT

A MIN. 4000 PSI. THERE WILL BE A 6 INCH ROAD ROCK

6. NEW CONCRETE FOR SCALE FOUNDATION SHALL BE

AFTER COMPLETION OF THE PROJECT.

7. THE CONTRACTOR SHALL CLEANUP THE WORKSITE

OR TRUCK AGITATORS SHALL 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 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

SCALE SLAB AND SEALED BEFORE COMPLETE.

BETWEEN THE RAMPS, APPROACHES AND

8. EXPANSION JOINT MATERIAL WILL BE PLACED

STARTING FROM 06:00 TILL 14:00 MONDAY - FRIDAY.

9. JACK HAMMERING / REMOVAL WILL BE DONE ON 1ST SHIFT

AND PEDESTRIAN INTERACTIONS WILL BE MADE.

DURING ENTIRE PROJECT TO ENSURE SAFE TRAFFIC

*TRAFFIC CONTROL AND GROUND GUIDE WILL BE USED

OR POWER DOLLY OR MANUAL PROCESSES.

WORK SITE ACCESS WITH COMMERCIAL CONCRETE PUMPING

12. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING

SITE UNDER CONSTRUCTION.

13. CONTRACTOR SHALL PROVIDE BARRICADES AROUND JOB

15. THE SUMP PIT WILL BE SOLID POUR AND SEALED TO AVOID LEAKAGE FROM OIL INTO SUBGRADE.

AND INTO FORMS.

IS WORKED AROUND REINFORCING AND OTHER EMBEDDED ITEMS

EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE

16. CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

QUALIFIED WORKMEN.

WORK SHALL BE PERFORMED BY COMPETENT, EXPERIENCED,

CONSTRUCTION (AISC) STANDARDS AND SPECIFICATIONS. ALL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

17. FABRICATION AND INSTALLATION OF STRUCTURAL STEEL

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

GENERAL NOTES

NOTES

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

SWEEPING AS NECESSARY

IN THE TRAFFIC FLOW LANES BY MEANS OF WATER AND

WILL BE TAKEN TO ELIMINATE ACCESS DUST AND DEBRI

USE ACCESS CONTROL GATE. ALL NECESSARY PRECAUTIONS

1. THE CONSTRUCTION WILL BE OUTSIDE NEAR A HEAVY

MINIMALLY IMPACTED DURING CONSTRUCTION.

MONDAY THROUGH FRIDAY. INBOUND AND OUT BOUND TRAFFIC WILL BE

2. CONSTRUCTION HOURS WILL BE LIMITED TO 0600 TO 1430 HOURS

CONSTRUCTION.

THE ROAD OR THE UNDERLYING SOIL CAUSED BY THE

3. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

GENERAL NOTES

FOR FOUNDATION AT 6 INCHES FROM THE TOP AND BOTTOM OF THE SURFACE ON THE BASE OF EACH LEVEL .

14. 2 - LAYERS OF #8 REBAR MESH (1"), 12" X-W SPACING

RIA REPRESENTATIVE ROBERT MCCLURE / JEFF MERRY IMMEDIATELY.

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF

18. ANY DISCREPANCIES IN PLANS, OR BETWEEN PLANS AND

21. DRAWING NOT TO SCALE.

SHEET- 2 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B.211 7 AXIS CONCRETE

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

TARA-LGC

B. NILESR. MCCLURE

06-08-23

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

AVENUERODMAN

MACHINING

RAMP

CRANEWAY

LOADING DOCKS

12345

PROJECT AREA IN BUILDING 211

7-AXIS FIVES

AND ENSURE ALL PRESONNEL ARE WEARING AND UTILIZING PROPER PPE. .

20. CONTRACTOR WILL FOLLOW AND APPLY ALL STANDARD SAFETY RULES OF THE TRADE

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

IV

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AVE

216212

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A N

D

DA

M

N O

BETTENDORF

DAVENPORT

MOLINE

ROCK ISLAND

E. RIVER DR. GRANT ST.

2ND ST.

4TH ST.

3RD ST.

STATE ST.

X

X

X

X

X

X

X

X

X X

X X

X

X X

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X X X X X X X X X X X

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M I S

S I P P

I

R I V

E R

AVENUERODMAN

MACHINING

RAMP

CRANEWAY

LOADING DOCKS

12345

MACHINE PAD FOR BLDG 211

SHEET- 3 OF 7

LOCATION ON ROCK ISLAND ARSENAL

PROJECT AREA IN BUILDING 211

06-08-23

ALLOW FOR PROPERGROUNDING OF MACHINE

FOUNDATION AND LEFT EXPOSED 6 INCHES ABOVE GRADE TO

11. CONTRACTOR WILL PROVIDE ONE GROUND ROD DRIVEN INTO

21. DRAWING NOT TO SCALE.

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

WITH SAW CUTS.

REBAR WILL BE PRESENT AND MUST BE CUT OFF EVEN

2. SAW CUT FLOOR AROUND FOUNDATION & FLATWORK

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

WORK SHALL BE A MIN. 4000 PSI.

A MIN. 5000 PSI. NEW CONCRETE FOR SURROUNDING FLAT

6. NEW CONCRETE FOR MACHINE FOUNDATION SHALL BE

AFTER COMPLETION OF THE PROJECT.

7. THE CONTRACTOR SHALL CLEANUP THE WORKSITE

OR TRUCK AGITATORS SHALL 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 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

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

3/4" RIGID FOAM INSULATION FOR VIBRATION ISOLATION.

AFTER CLEANUP IS COMPLETE, LINE FOUNDATION WITH

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

STARTING FROM 2:30 TILL 11:00 AT NIGHT OR SATURDAYS.

9. JACK HAMMERING / REMOVAL WILL BE DONE ON 2nd SHIFT

FRAMING, TYING OF REBAR WILL BE DAY SHIFT WORK.

*POURING OF NEW CONCRETE WILL BE ON SATURDAY*

FOR EQUIPMENT / TRUCKS GOING IN AND OUT OF BLDG.

12. CONTRACTOR WILL PROVIDE SPOTTER / GROUND MAN

SITE UNDER CONSTRUCTION.

13. CONTRACTOR SHALL PROVIDE BARRICADES AROUND JOB

BETWEEN THE ELEMENTS ON EITHER SIDE OF THE JOINT.

BETWEEN MEMBERS AND NO CHANGE IN SURFACE ELEVATION

MITERED OR OTHERWISE FABRICATED TO PROVIDE A TIGHT FIT

INTERSECTIONS OF EMBEDDED EDGE ANGLES SHALL BE CAREFULLY

EVERY 18" ON CENTER AND WILL BE EMBEDDED INTO CONCRETE.

IN CONCRETE EDGE WITH 3/8" x 4" BOLTS WELDED AT 45 DEGREES

WILL HAVE 2" x 2" x 1/4" STEEL ANGLE IRON IMBEDDED FLUSH

15. FOUNDATION EDGE WHERE DECK PLATE WILL BE INSTALLED

AND INTO FORMS.

IS WORKED AROUND REINFORCING AND OTHER EMBEDDED ITEMS

EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE

16. CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

QUALIFIED WORKMENT.

WORK SHALL BE PERFORMED BY COMPETENT, EXPERIENCED,

CONSTRUCTION (AISC) STANDARDS AND SPECIFICATIONS. ALL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

18. FABRICATION AND INSTALLATION OF STRUCTURAL STEEL

RIA REPRESENTATIVES KENT STONE / MARK BENES IMMEDIATELY.

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF

20. ANY DISCREPANCIES IN PLANS, OR BETWEEN PLANS AND

PROTECT 1000 2 PART EPOXY RESIN

VM-PR CONCRETE MOISTURE VAPOR BLOCKER.

VM-CD WATERPROOFING SOLUTION.

"PROTECTIVE INDUSTRIAL POLYMERS"

17. SEAL CLEANED FOUNDATION WITH PRODUCTS FROM:

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

GENERAL NOTES

INDEX

GENERAL NOTES/OVERVIEW

GENERAL NOTES

CONTRACTOR SECURITY NOTES

DRAWING SHEET 3 - FOUNDATION CROSS SECTIONAL DETAILS

DRAWING SHEET 2 - FOUNDATION DIMENSIONAL PLAN

DRAWING SHEET 8 - CAN ANCHOR DETAILS

DRAWING SHEET 1 - MACHINE OVERVIEW

DRAWING SHEET 7 - CAN ANCHOR LOCATION PLAN

OF #4 REBAR MESH (1/2"), 12" X-W SPACING FOR SURROUNDING FLAT WORK.

#8 REBAR MESH (1") FOR FOUNDATION WALLS. SINGLE TIED LAYER

FOR MACHINE FOUNDATION DECK, SINGLE TIED LAYER OF

14. 2 TIED LAYERS OF #8 REBAR MESH (1"), 12" X-W SPACING

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

X

X

X X

X

X

PC

NOTES

TARA-OPF

GIDDINGS & LEWIS BORING MILL

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

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RODMAN

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P O R T

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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

A

VEN

U E

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DRIVE

SHED

B

LU

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DRIV

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PARKING

PARKING

PARKING

PARKING

PARKING

79 83

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R. MCCLURE B. NILES

7-AXIS FIVES

WITH CONDUIT LOCATIONS

DRAWING SHEET 4-6 - FOUNDATION CROSS SECTIONAL DETAILS

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

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

SHEET- 4 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B.211 7 AXIS CONCRETE

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

TARA-LGC

B. NILESR. MCCLURE

06-08-23

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

DRAIN DRAIN

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

A

A

B

B

FLOOR LEVEL FLOOR LEVEL

FLOOR LEVELFLOOR LEVEL

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

31.5" DEEP

79" DEEP

37.5" DEEP 31.5" DEEP

79" DEEP 79" DEEP 79" DEEP 79" DEEP

79.5" DP 83" DP

DEEP2

TALL2

6" DEEP CABLE TROUGH

FLOOR LEVELFLOOR LEVEL

D R

A

IN

D E

E P

T Y

P

D E

E P

T Y

P

D R

A

IN

D R

A

IN

D

P T

Y P

D

P T

Y P

F L

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E

SECTION B-B

PLANT ENGINEERING

SHEET- 5 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B.211 7 AXIS CONCRETE

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

TARA-LGC

B. NILESR. MCCLURE

06-08-23 distribution is unlimited.

DISTRIBUTION STATEMENT A: Approved for public release;

SECTION A-A

CONVEYOR

89 CHIP

DRAIN

98 COOLANT90 2

DRAIN DRAIN

SUPPLIED BY CUSTOMER.

TRENCH TO HOLD CONCRETE FORM,

STEEL PLATES FOR CHIP CONVEYOR

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

A

A

B

B

2265 DEEP [89.17"]

2265 DEEP [89.17"]

2265 DEEP [89.17"]

FLOOR LEVEL FLOOR LEVEL

MANUAL FOR MORE DETAIL.

FOR CONSTRUCTION OF FOUNDATION'

CONSULT 'RECOMMENDED GUIDELINES

DEPENDING ON FOUNDATION DEPTH.

SIZE AND LOCATION VARIES

REBAR SIZE AND LOCATION. REBAR

: SHOWN IS AN EXAMPLE OF NOTE

FLOOR LEVELFLOOR LEVEL

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

2265 DEEP [89.17"]

2290 DEEP [90.16"] 2485 DEEP [97.83"]

6 TYP 4x

31.5" DEEP

79" DEEP

37.5" DEEP 31.5" DEEP

114 58

TYP

79" DEEP 79" DEEP 79" DEEP 79" DEEP

150" DEEP

SUMP

COOLANT

79.5" DP 83" DP

DEEP2

TALL2

6" DEEP CABLE TROUGH

FLOOR LEVELFLOOR LEVEL

6 TYP

D R

A

IN

D E

E P

T Y

P

D E

E P

T Y

P

D R

A

IN

2 TYP

D R

A

IN

D

P T

Y P

D

P T

Y P

WALL

8 TYP

31 86

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

SECTION B-B

12 MIN

12" X-W SPACING

MATTING #25 (1") REBAR MESH

BOTTOM LAYER REBAR

12" X-W SPACING

#25 (1") REBAR MESH

TOP LAYER REBAR MATTING

79" DEEP

DEEP2

TALL2

6" DEEP CABLE TROUGH

FLOOR LEVEL

FLOOR LEVEL

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

SECTION B-B

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

SHEET- 6 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B.211 7 AXIS CONCRETE

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

TARA-LGC

B. NILESR. MCCLURE

06-08-23

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

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

A

A

B

B

FLOOR LEVEL FLOOR LEVEL

FLOOR LEVELFLOOR LEVEL

F L

O O

R L

E V

E L

F L

O O

R L

E V

E L

10 TYP 4x

10 115

CONDUIT DETAIL

3 TYP ABOVE SURFACE

6 DIA TYP

R30 TYPR

SHEET- 7 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

B.211 7 AXIS CONCRETE

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

TARA-LGC

B. NILESR. MCCLURE

06-08-23

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

BUILDING ORIENTATION

PLANT ENGINEERING

EXISTING MACHINE PROFILE