Attachment 0008 - B230 - Tube Laser West 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 Arrrry instol lotions, foci I ities, or control led access areas shol I corrplete AT Level I awareness training. The COR wi 11 be provided a copy of the RIA-JMTC AT Level I awareness training and assuring the training is Corre:> I eted.

The contractor sho I I s ion o Memorandum of Record fa- each contractor 8111> I oyee and subcontractor 8111) I oyee to the RI A-JMTC Operations Center prior to o RIA-JMTC electronic keys and access pass be i no issued.

The contractor and a I I assoc i oted subcontractors errp I oyees shol I provide 011 information required for background checks to rreet instol lation access requirements to be occarol ished by the instol lotion Director of Emergency Services.

The contractor workforce ITIJSt corrp I y with o I I persona I identity ver if i cot ion requirements CF AR c I ouse 52. 204-9, Personal Identity Verification of Contractor Personnel> os directed by DOO. HODA, ond/or I OCOI pol icy. In addition to the chonoes otherwise authorized by the chonoe c I ouse of this contract, should the Force Protection Condition (FPCON> at ony individual foci I ity or instol lotion chonoe, the Government moy require chonoes in contractor security matters or processes.

Contractor and 011 associated subcontractor errployees shol I corrply with adj udication standards and procedures usino the

Not i ono I Crime I nformot ion Center i nterstote i dent if i cot ion Index CNCIC-1II J and Terrorist Screenino Database CTSDBJ (Army Directive 2014-05/AR 190-13). oppl icoble instol lotion.

foci I ity access and locol security policies and procedures

(provided by government representative>. The COR wi 11 provide ou i dance to corrp I ete the Access Contro I Records Check reQuest

Form thru the RIA Directorate of Emeroency Services.

Contractor wi 11 acquire and need to return 011 I ssued u.s.

Government Corrmon Access Cords, instol lotion bodoes, ond/or access posses. use FAR 52.204-9 or PADDS Clouse IFOOD15 IF00015 ot the end of the contract or the I ost doy of on ind iv i duo I contractor� errp I oyment.

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

Contractors who routinely foi I to return theSe items wi 11 not be issued them in support of ony future contract.

The Contractor and o I I assoc i oted subcontractors sho I I brief 011 errployees on the I OCOI iWATCH proorom. The iWATCH training wi 11 be provided in the RIA-JMTC AT training.

NOTES

Contractor and ol I associated subcontractor errployees shol I corrply with adj udication f��g�f�?�o�?&,P��=� u r=� 1 �� i 7Y, t��d N

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;�trol Records Check request Form

Contractor wi 11 acquire and need to return ol I issued u.s. Government Conrrcn Access Cords, instol lotion badges, ond/or occess 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 errp I oyment.

RIA-JMTC electronic keys and access posses ore accountable items and wi 11 be returned pfb6�b"i� h ��� gbx n �t

::'2T�-�:f8 g 0��=�= d Poi�t� ms wi 11 returned to the COR or

Contractors who routinely foil to return these items will not be issued them in support of any future contract.

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Durino FPCONs Chor I ie ond Del to. services may be discontinued/postponed due to hiQher threat. Services wi I I resume when FPCON I eve I is reduced to I eve I Bravo or I ower.

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 ony possible FPCON change.

Contractor personnel workino on Rock Island Arsenal ore subj ect to participation in b�t�66��� n -��r c=Y� i :rt� r

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Deportment.

The RAt.f> proorom is discussed in the RIA-JMTC AT training.

LOCATION ON ROCK ISL ANO ARSENAL

JMTC CONCRETE WORK

SHEET- 1 IF 5

230 - TUBE LASER PAD (WEST)

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

CONSTRUCT ION.

4. 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 OUTSIDE. IF

EQUIPMENT USED ARE GAS ENGINES.

-CONTRACTOR SHALL HAVE CAT AL YT IC•

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 84" OEEP 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 ANO PLACE THE BARRICADES

12. CONTRACTOR WI LL PROV I DE SPOTTER / GROUND MAN

FOR EQUIPMENT / TRUCKS GOING IN AND OUT OF BLDG.

13. DOUBLE TIED LAYER OF #4 REBAR 1112"1, 12" X-W

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

TOP OR BOTTOM SURFACE ANO 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.

14. CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE

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

AND INTO FORMS.

15. FABRICATION AND INSTALLATION OF STRUCTURAL STEEL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

CONSTRUCTION IAISCI STANDARDS AND SPECIFICATIONS. ALL

WORK SHALL BE PERFORMED BY COMPETENT, EXPERIENCED,

DUAL IF I ED WORK ME NT.

16. ANY DISCREPANCIES IN PLANS, OR BETWEEN PLANS AND

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF

RIA REPRESENTATIVE JOE CARPENTIER IMMEDIATELY.

17. DRAWING NOT TO SCALE.

9. JACK HAt.'MERING / REMOVAL WILL BE DONE BETWEEN THE TIMES OF

2:30 PM AND 11:00 PM OR SATURDAYS •

.POURING OF NEW CONCRETE.FRAMING, TYING OF REBAR

WILL BE DAY SHIFT WORK,

10. CONCRETE TRANSPORTED IN TRUCK MIXERS DR TRUCK AGITATORS

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

WORKABLE CONDITION. SATISFACTORY FOR PLACEMENT IN THE WORK.

THE MAXIMUM HAUL TIME FOR CONCRETE TRANSPORTED IN TRUCK MIXERS

OR TRUCK AGITATORS SHALL BE ACCORDING TO THE FOLLOWING:

Concrete Te111>eroture ot Point H<lJI Till'8 of Disehoroe F 1c1 Hc,.rs Minutes

50-64 110-17.51 1 30

65-90 118-32) - without retcrder 1 0

65-90 118-32) - with retarder 1 30

LOCATION ON ROCK ISLAND ARSENAL

INDEX

SEC UR I TY NOTES •• • , , , , , , , , , , , , , , , , , , , , , , , , , , , 1

Tl"'encn FI I I Loyc:ut 0l"'OWI no •••••••••••••••• , l

299 Tr.-.cn Fi 11 DEIIJ/FLIXR CUT,,,,,,,,,,,,, ,<I

299 Trench Fi 11 ELEY/CONST PLAN ••••••••••••• s

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PLANT ENGINEERING DIRECTORATE

TARA-I FF

JMTC CONCRETE WORK

SHEET- 2 OF 5

230 - TUBE LASER PAD (WEST)

230 - TUBE LASER PAD (WEST)

LAYOUT DRAWING

PLANT ENGINEERING DIRECTORATE

TARA-I FF

TOOL CRIB PAO FOR 208

230 - TUBE LASER PAD (WEST)

DEMOLITION PLAN/FLOOR CUT PLAN

CURRENT VIEW CUT LINE VIEW

NOTES;

1.J IIJLTIPLE SEPARATE SLABS WILL BE Fill.NJ IN

THIS ARE.A. DEPENDING ON CUIAENT CUT LINES,

JMTC IM.Y APPROVE JEW SUB 10 BE SLIGHTLY

IIJVED TO BETTER LINE lP WITH EXISTING.

OVERALL 01111:NSIDN WILL NOT CHANGE.

I ••-12• EXISTING Cl>ICAETE I

1 • EXPANSION JOINT

I ••-12• EXISTING CONCAE.TE I I ••-12" EXISTING CONCRETE I

SAW CUT

I a·-12· EXISTING CONCRETE I

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PLANT ENGINEERING DIRECTORATE

TARA-I FF

TOOL CRIB PAD FOR 208

SHEET- 4 OF 5

230 TUBE LASER PAD (WEST)

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.s· IICX'l)8LDCK j

8"-12" EXISTING CONCRETE

CA6 OR EXISTING CONCRETE IF BELOW 12'

TOOL CRIB PAO FOR 208

SHEET- 5 OF 5