Attachment 0006 - B230 - Tube Laser East Pad Drawings.pdf

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

JMTC CONCRETE PROJECTS

SECURITY NOTES

SECURITY

Al I contractor e111>loyees, including subcontractor eff1)1oyees, requiring access to Army instol lotions, foci I ities, or control led access oreos shol I corrplete AT Level I oworeness training. The COR wi 11 be provided o COPY of the RIA-JMTC AT Level I awareness training and assuring the training is corrp I eted.

The contractor sho I I sign o Memorandum of Record for each contractor errp I oyee and subcontractor B"1) I oyee to the RI A-JMTC Qperot ions Center prior to o RI A-JMTC e I ectron i c keys and access poss be i ng issued.

The contractor and o I I assoc i oted subcontractors eff1) I oyees shol I provide ol I information required for bockgrOJnd checks to meet instol lotion access requirements to be occOlll)I ished by the i nsto I I at ion Di rector of Emergency Services.

The contractor workforce nus+ corrply with ol I personal identity verification requirements (FAR clause 52.204-9, Persona I Identity Ver if i cot ion of Contractor Personne I > os directed by OoO, HODA, and/or local pol icy. In addition to the changes otherwise authorized by the change clause of this contract, shou I d the Force Protection Condition ( FPCON > ot any individual foci I ity or instol lotion change, the Government may require changes in contractor security matters or processes.

Contractor and o I I assoc i oted subcontractor 8111) I oyees sho I I corrply with adj udication standards and procedures using the

Notional Crime Information Center interstate identification

Index CNCIC-111 > and Terrorist Screening Dotobose CTSDB> (Army Directive 2014-05/AR 190-131, oppl icoble instol lotion, foci I ity access and local security policies and procedures < provided by government representot i ve >. The COR wi I I provide guidance to corrp I ete the Access Contra I Records Check request

Form thru the RIA Directorate of Emergency Services.

Contractor wi 11 acquire and need to return ol I issued U.S.

Government Corrmon Access Cords, instol lotion badges, and/or access posses. Use FAR 52,204-9 or PADDS Clouse IF00015 IF00015 ot the end of the contract or the lost day of on individual contractor� em:> I ayment.

RIA-JMTC electronic keys ond access posses ore accountable items and wi 11 be returned within 24 hours of no longer being needed. Items wi 11 returned to the COR or placed in o drop box ot o RIA-JMTC access point.

Contractors who routine I y fo 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 ol I e111>loyees 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 8111> I oyees sho I I corrc:, I y with adj ud i cot ion f����?�?�o�7g,, p u r�� 1 �� i ?Y, t

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��� �;�e!�e;?'1trol Records Check request Form

Contractor wi 11 acquire 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 PADDS Clouse

IF00015 IF00015 ot the end of the contract or the lost day of on individual controctor5#32s e111> I oyment.

RIA-JMTC electronic keys and access posses ore accountable items and wi 11 be returned pr��:� n i� h �� gbx n �t n

21�-�:+c g o��=�= d

Poi�t� ms wi 11 returned to the COR or

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

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The FPCON descriptions wi 11 be provided in the RIA-JMTC AT training.

The COR 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�bb�6;� w�t� P c=Y;

i

:1 t� r r n��r�Ct r��! C � T:e� e g;

c ��=· R�� r i �� o�� 1�s����

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Oepar tment.

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

LOCATION ON ROCK ISLAND ARSENAL

PLANT ENGINEERING DIRECTORATE

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J MTC CDNCRE TE WORK

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230 - TUBE LASER PAD (EAST)

NOTES

1, THE CONTRACTOR WILL USE WATER TO ELIMINATE

OUST DURING ENTIRE CONSTRUCTION,

2, WHEN SAW CUTTING FLOOR AROUND WORK AREA,

REBAR WILL BE PRESENT ANO MUST BE CUT OFF EVEN

WI TH SAW CUTS,

3, THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO

FLOOR OR THE UNDERLYING SOIL CAUSED BY THE

CONSTRUCTION,

◄, THE CONTRACTOR SHALL REMOVE ALL DEBRIS SUCH

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

BLOCKS, CONCRETE AND REBAR OFF RIA IN ACCORDANCE

WITH LOCAL REGULATIONS,

5, CONTRACTOR SHALL VENT EXHAUST OUTS I DE, IF

EQUIPMENT USED ARE GAS ENGINES,

-CONTRACTOR SHALL HAVE CATALYTIC•

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 8◄' DEEP TYPICAL,

AFTER CLEANUP IS COMPLETE, LINE FOUNDATION WITH

1/2" 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

FOR EQUIPMENT / TRUCKS GOING IN ANO OUT OF BLDG,

13, DOUBLE TIED LAYER OF #4 REBAR 11/2'1, 12' X-W

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

TOP OR BOTTOM SURFACE AND HAVE A MINUMUM OF 2 RODS

IN EACH DIRECTION, DOWELS WILL BE DRILLED A

MINIMUM OF 6' INTO THE VERTICAL FACE OF THE

EXISTING CONCRETE,

1◄, CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE

IS WORKED AROUND REINFORCING ANO OTHER EMBEDDED ITEMS

AND INTO FORMS,

15, FABRICATION AND INSTALLATION OF STRUCTURAL STEEL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

CONSTRUCTION CAISCI STANDARDS AND 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 TO THE ATTENTION OF

RI A REPRESENT AT I VE JOE CARPENTIER I MMED I ATEL Y,

17, DRAWING NOT TO SCALE,

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

2:30 PM ANO 11 :DO PM OR SATURDAYS,

ttPOURING 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:

Ccncrete Teirperot1.re at Point HCJJI Time of Discticroe F <C> Hours Mi rotes

50-6◄ 110-17,51 1 30

65-90 (18-321 - withoot retCJ""der 1 0

65-9D (18-321 - with retarder 1 30

LOCATION ON ROCK I SL ANO ARSENAL

IN>EX

SECURITY NOTE5••••••••••••••••••••••••••••••1

Tl"ench Fl 11 LOYo,Jt OrowTno ••••••••••••••••• 3

299 Trench Fl 11 DEICJ/FLOOR cur •••••••••••••• ◄

299 Trench Fi 11 ELEV/CONST PLAN•••••••••••••S

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PLANT ENG I NEER I NG DI REC TORA TE

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JMTC CONCRETE WORK

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230 - TUBE LASER PAD (EAST)

20'

C: :::::J I

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

230 - TUBE LASER PAD (EAST)

LAYOUT DRAWING

20'

C: :::::J q'

LA A AL

PLANT ENGINEERING DIRECTORATE

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TOOL CRIB PAD Fill 2D8

LES SHEET- 3 OF 5

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

230 - TUBE LASER PAD (EAST)

DEMOLITION PLAN/FLOOR CUT PLAN

CURRENT VIEW CUT LINE VIEW

NOTES=

1.> IU.TIPLE SEPARATE SLABS WILL BE Fo.NJ IN

THIS AREA. DEPEN>ING ON CURRENT CUT LUESo

JIITC MAY APPROVE PEW SLAB TO BE SLIGHTLY

lllVED TO BETTER LINE UP WITH EXISTING.

OVERALL DIMENSUJol WILL NOT CHANGE, I s·-12· uIsrING CONCRETE I

1" EXPANSION JOINT

I a--12· EJIISTINO Cll4CAE.T[ I I a·-12· EXISTING CONCRETE I I ,•-12• EXISTING CONCRETE I

K LAN A NAL

PLANT ENGINEERING DIRECTORATE

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TOOL CRIB PAD FDR 2D8

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ROCK ISLAND ARSENAL

ENGINEERING

J MTC

PLANT

230 TUBE LASER PAD (EAST)

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.

8"-12" EXISTING CONCRETE

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 2.5• IIO[IJBLDCIC j

8"-12" EXISTING CONCRETE

CA6 OR EXISTING CONCRETE IF BELOW 12•

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PLANT ENG I NEER I NG O I RECTORATE

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TOOL CRIB PAO FOR 208

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