Attachment 0001 - ChooChoo Concrete Drawings.pdf

PC

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

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.

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

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

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,

FRAMING, TYING OF REBAR WILL BE DAY SHIFT WORK.

*POURING OF NEW CONCRETE WILL BE ON FRIDAY OR SATURDAY*

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

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.

INTO THE VERTICAL FACE OF THE EXISTING CONCRETE.

DIRECTION. DOWELS WILL BE DRILLED A MINIMUM OF 6"

SURFACE AND HAVE A MINUMUM OF 2 RODS IN EACH

SPACING. REBAR SHOULD BE A MIN OF 3" BELOW

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

RIA REPRESENTATIVE JOE CARPENTIER IMMEDIATELY.

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF

16. ANY DISCREPANCIES IN PLANS, OR BETWEEN PLANS AND

211- CURRENT LAYOUT

SECURITY NOTES

211 - DEMO LAYOUT

INDEX

B. NILES

TARA-IFF

SHEET- 1 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

CONCRETE FOR CHOO CHOO

J. CARPENTIER

10-04-21

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

19. DRAWING NOT TO SCALE.

FILL MATERIAL.

AIR VOIDS OR BIODEGRADABLE MATERIAL IMPREGNATED IN THE

INCHES OR LESS AND LEAVE THE COMPLETE LAYERS WITH NO

17. FILL WILL BE COMPACTED BETWEEN EACH LIFT EQUALING 12

WILL BE CONCRETE.

FROM THE TOP OF FINISHED GRADE. THE REMAINING 12 INCHES

18. RECYCLED FILL WILL NOT BE ADDED TO MORE THAN 12 INCHES

CONCRETE FOR CHOO CHOO

211 - NEW CONCRETE LAYOUT

211 - CUT VIEW

211 - NEW CONCRETE SIDE VIEW

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

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

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

CONCRETE FOR CHOO CHOO

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 individual contractors 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

B. NILES

TARA-IFF

SHEET- 2 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

CONCRETE FOR CHOO CHOO

J. CARPENTIER

10-04-21

FOOTING

COLUMN

FOOTING

COLUMN

FOOTING

COLUMN

CONCRETE FOR CHOO CHOO

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

B. NILES

TARA-IFF

SHEET- 3 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

CONCRETE FOR CHOO CHOO

J. CARPENTIER

10-04-21

CURRENT LAYOUT

PIT

PIT WALL

PIT WALL

PIT WALL

PIT WALL

PIT WALL

PIT WALL PIT WALL

PIT WALL

CONCRETE FOR CHOO CHOO

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

B. NILES

TARA-IFF

SHEET- 4 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

CONCRETE FOR CHOO CHOO

J. CARPENTIER

10-04-21

DEMO LAYOUT

10 17

FOOTING

COLUMN

FOOTING

COLUMN

10 17

FOOTING

COLUMN

FOOTING

COLUMN

CONCRETE FOR CHOO CHOO

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

B. NILES

TARA-IFF

SHEET- 5 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

CONCRETE FOR CHOO CHOO

J. CARPENTIER

10-04-21

NEW CONCRETE LAYOUT

1" EXPANSION JOINT

12"-18" EXISTING CONCRETE

CURRENT VIEW CUT LINE VIEW

12" DEEP MACHINE PIT

PIT WALL

8" THICK 12" DEEP MACHINE PIT

12"

DEMO BELOW

1" EXPANSION JOINT

MEET PAD DIMENSIONS

DEMO AS NEEDED TO

12"-18" EXISTING CONCRETE

B. NILES

TARA-IFF

SHEET- 6 OF 7

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

CONCRETE FOR CHOO CHOO

J. CARPENTIER

10-04-21

CONCRETE FOR CHOO CHOO

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

CUT VIEW

CA6 OR EXISTING CONCRETE IF BELOW 12"

NOTES:

EXISTING ELEVATION.

MEET TO SLOPED BE CAN 12" FINAL THE SLAB

EXISTING MEET NOT CAN THIS IF DEVEATION. 10'

OVER 1/4" A THAN GREATER NO MAINTAIN MUST

FOUNDATION ELEVATION. SAME THE BE ALWAYS

NOT WILL FOUNDATION SURROUNDING AREA 1.)

B. NILES

TARA-IFF

SHEET- 2 OF 4

DRAWN BY

SCALE DATE

APPROVED

ROCK ISLAND ARSENAL

NA

PLANT ENGINEERING DIRECTORATE

NO.

DRAWING

CONCRETE FOR CHOO CHOO

J. CARPENTIER

10-04-21

CONCRETE FOR CHOO CHOO

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

NEW CONCRETE SIDE VIEW

12"-18" EXISTING CONCRETE12"

6" CA6

5000 PSI CONCRETE

PRODUCT WILL BE USED IN TOPICAL CRACK

1/2" EXPANSION JOINT MATERIAL - SL-1 OR EQUIVALENT

6" DOWEL EMBEDMENT

#4 BAR

REINFORCING BAR NOTES:

4" DOWN FROM SURFACE OF CONCRETE

2 EVENLY SPACED LONGITUDINAL BARS