Attachment 0002 - B208 - Cinncinati Pad Drawings.pdf

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

JMTC CONCRETE PROJECTS

SECURITY NOTES

SECURITY

Al I contractor errployees. including subcontractor errployees, requiring access to Arrrr, instol lotions, foci I ities, or control led access oreos shal I COl'T1)1ete AT Level I awareness training. The CCR wi I I be provided o copy of the RIA-JMTC AT Level I awareness troinino and ossurino the training is con,:,leted.

The contractor sho I I sign o Mell'D'"ondum of Record for each contractor errp I oyee and subcontractor B"1) I oyee to the RI A-JMTC Operations Center prior to a RIA-JMTC electronic keys and access poss be i no issued.

The contractor and 011 associated subcontractors errployees shol I provide 011 information required for background checks to meet instol lotion access requirements to be occorrpl ished by the instol lotion Director of Emergency Services.

The contractor workforce nust corrply with al I personal identity verification reQuirements <FAR clause 52.20◄-9, Personal Identity Verification of Contractor Personnel l as directed by 000, HODA, and/or local pol icy. In addition to the changes otherwise authorized by the change clause of this contract, should the Force Protection Condition <FPCONJ at any individual foci I ity or instol lotion change, the Government may reQuire changes in contractor security matters or processes.

Contractor and 011 associated subcontractor enployees shol I corrp I y with adj ud i cot ion standards and procedures us i no the

Not i ono I Crime Information Center i nterstote i dent if i cot ion Index <NCIC-111 l and Terrorist Screenino Database <TSDB> <Army Directive 2014-05/AR 190-13>, opp I icoble instol lotion, foci I ity access and local security policies and procedures <provided by government representative>. The COR wi I I provide guidance to corrplete the Access Control Records Check reQuest

Ferm thru the RIA Directcrote of Emergency Services.

Contractor wi 11 ocQuire and need to return al I issued u.s.

Government Corrmon Access Cords, instol lotion badges, and/or access posses, Use FAR 52,204-9 or PAODS Clouse IF00015 IF00015 at the end of the contract or the I ost day of on l nd l vi duo I controctor�ze enp loyrnent.

RIA-JMTC electronic keys and access posses ore accountable items and wi 11 be returned within 2◄ hours of no longer being needed. Items wi 11 returned to the COR or placed in o drop box at o RIA-JMTC access point.

Contractors who routine I y fa i I to return theSe i tams wi I I not be issued them in support of any future contract.

The Contractor and al I associated subcontractors shol I brief al I enployees on the local iWATCH program. The iWATCH training wi 11 be provided in the RIA-JMTC AT training.

NOTES

Contractor and o I I assoc i oted subcontractor enp I oyees sho I I conp I with adj ud i cot ion

T����?�?�o�7� p u r�� 1 ��: 7Y, t

��d N

�!���: s� r

��e!gr��6i�o�:

n c ,�D� 7 terStOte

�!�� i �� r

�gr; 6? e� b�d

���e���;!

/ Pr�e� b!a0g� e g��:����t i �Pr!�;�ibtr v�1:es¥h�n�o� oco I r�;� ��� v

�1% 8¥�����ot� g���� e

��� �;�ef�e ;�trol Records Chee!< request Form

Contractor wi I I ocQu ire and need to return o I I issued u. S. Government Corrrnon Access Cords, instol lotion bodoes, and/or access posses. Use FAR 52.20◄-9 or PADDS Clouse

IF0001S IF0001S at the end of the contract or the lost day of on individual controctor5#32s enp I oyrnent.

RIA-JMTC electronic keys and access posses ore accountable I tems and wt 11 be returned pfb6�� n i� h :� �bx n �t

�2T�-�:}800��=�=dPoi�t�ms wi 11 returned to the COR or

Contractors who routine I y fa i I to return these i terns wi I I not be issued them in support of any future contract.

The Contractor and o I I assoc i oted subcontractors sho I I brief o I I enp I oyees on the I oco I iWATCH program. The iWATCH training wi 11 be provided in the RIA-JMTC AT training.

During FPCONs Char i ie and Delta, services may be discontinued/postponed due to higher threat. Services wi 11 resume when FPCON level is reduced to level Bravo or lower.

The FPCON descriptions wt 11 be provided I n the RIA-JMTC AT training.

The CCR wi 11 keep the contractors informed on the current FPCON or any possible FPCON change.

Contractor personnel working on Rock Island Arsenal ore subj ect to participation in b�t�b���� n w��� p c:gy;

:, t� r r n�1rSCt r�!

c � Tee� e g;

c ��=· R�� r l �? o�� 1�s���?

e

�� 1 T6:;·

Deportment.

The RAt.F program is discussed in the RIA-JMTC AT training.

LOCATION ON ROCK ISLAND ARSENAL

LA A AL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

JMTC CONCRETE WORK

SHEET- 1 OF 5

208 CINCINNATI PAD

NOTES

1. THE CONTRACTOR WI LL USE WATER TO ELIM I NATE

OUST DURING ENTIRE CONSTRUCTION.

2. WHEN SAW CUTTING FLOOR AROUND WORK AREA.

REBAR WI LL BE PRESENT ANO LUST BE CUT OFF EVEN

WITH SAW CUTS.

3. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO

FLOOR OR THE UNDERLYING SOIL CAUSED BY THE

CONSTRUCTION.

4. THE CONTRACTOR SHALL REMOVE ALL DEBRIS SUCH

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

BLOCKS, CONCRETE ANO REBAR OFF RIA IN ACCORDANCE

WITH LOCAL REGULATIONS.

5. CONTRACTOR SHALL VENT EXHAUST OUTSIDE. IF

EQUIPMENT USED ARE GAS ENGINES,

..CONTRACTOR SHALL HAVE CATALYTICII

CONVERTER ON ALL DIESEL ENGINES.

6. NEW CONCRETE FOR MACHINE FOUNDATION SHALL BE

A MIN, 5000 PSI,

7. THE CONTRACTOR SHALL CLEANUP THE WORKSITE

AFTER COMPLETION OF THE PROJECT.

8. EXPANSION JOINT MATERIAL UP TO 94• DEEP TYPICAL.

AFTER CLEANUP IS COMPLETE, LINE FOUNDATION WITH

112• RIGID FOAM INSULATION FOR VIBRATION ISOLATION,

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

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

JMTC CONCRETE PROJECTS

GENERAL NOTES

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

CONTRACTOR SHALL PROVIDE AND PLACE THE BARRICADES

12. CONTRACTOR WILL PROVIDE SPOTTER / GROUND MAN

FDR EQUIPMENT / TRUCKS GOING IN ANO OUT OF BLDG,

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

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

TOP OR BOTTOM SURFACE AND HAVE A MINUWM OF 2 RODS

IN EACH DIRECTION, DOWELS WILL BE DRILLED A

MINIMUM OF 6• INTO THE VERTICAL FACE OF THE

EXISTING CONCRETE.

14. CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE

IS WORKED AROUND RE I NFORC I NG ANO OTHER EMBEDDED ITEMS

AND INTO FORMS •

15. FABRICATION ANO INSTALLATION OF STRUCTURAL STEEL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

CONSTRUCTION IAISCI STANDARDS ANO SPECIFICATIONS, ALL

WORK SHALL BE PERFORMED BY COMPETENT, EXPERIENCED,

QUALi FI ED WORK ME NT.

16. ANY DISCREPANCIES IN PLANS, OR BETWEEN PLANS AND

SPECIFICATIONS, SHALL BE BROUGHT TD THE ATTENTION OF

RI A REPRESENT AT I VE JOE CARPENTIER I MMEO I ATEL Y.

17. DRAWING NOT TO SCALE.

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

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

IIPOURING OF NEW CONCRETE,FRAMING, TYING OF REBAR

WILL BE DAY SHIFT WORK,

10. CONCRETE TRANSPORTED IN TRUCK MIXERS OR TRUCK AGITATORS

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

WORKABLE CONDITION. SATISFACTORY FOR PLACEMENT IN THE WORK.

THE MAX I MUM HAUL TI ME FOR CONCRETE TRANSPORTED IN TRUCK MIXERS

OR TRUCK AGITATORS SHALL BE ACCORDING TO THE FOLLOWING:

caicrete lenperoture at Point of Oisctioroe F ICI

HCk.11 Time

H<>rs Minutes

50-64 110-17.51 1 30

65-90 (18-321 - withrut retcrder 1 0

65-90 (18-32) - with retcrder 1 30

BLD. 208 1ST FLOOR PLAN

LOCATION ON ROCK ISLAND ARSENAL

INDEX

SECURITY NOTES,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1

Trench Fill Layout Dr-owing ••••••••••••••••• 3

299 Trench Fi I I DEIIJ/FLCXJR CUT •••••••••••••• <I

299 Trench Fill ELEV/CONST PLAN,, ••••••••••• 5

JMTC CONCRETE WORK

SHEET- 2 OF 5

208 CINCINNATI PAD

208 CINCINNATI FOUNDATION

LAYOUT DRAWING

L-J 6□

LA A AL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

TRENCH FILL FDR BLDG 299

SHEET- 3 OF 5

208 - CINCINNATI FOUNDATION

DEMOLITION PLAN/FLOOR CUT PLAN

CURRENT VIEW CUT LINE VIEW

I 12" DEEP IAACHIME PIT I

1" EXPANSION JOINT

I 2.s· woOOBLcx:it I

I l"-12" EXISTING CONCRETE I

I 12" DEEP IAACHINE PIT I

1" EXPANSION JOINT

K LAN A NAL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

TRENCH FILL FOR BLDG 299

SHEET- 4 DF 5

208 CINCINNATI FOUNDATION

ELEVATION/CONSTRUCTION PLAN

NOTES:

1. l AREA SURROUNDING FOUNDATION WILL NOT

ALWAYS BE THE SAME ELEVATION. FOUNDATION

MUST MAINTAIN NO GREATER THAN A 1/4" OVER

10' DEVEATION. IF THIS CAN NOT MEET EXISTING

SLAB THE FINAL 12" CAN BE SLOPED TO MEET

EXISTING ELEVATION.

REINFORCING BAR NOTES:

#4 BAR

6" DOWEL EMBEDMENT

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

PRODUCT WILL BE USED IN TOPICAL CRACK

j 2.s- IIOCOBLOClt j

8"-12" EXISTING CONCRETE

CA6 OR EXISTING CONCRETE IF BELOW 12"

LAN A NAL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

TRENCH FI LL FOR BLOG 299

SHEET- 5 OF 5