Attachment 0005 - B208 - Tool Crib Pad Drawings.pdf

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

JMTC CONCRETE PROJECTS

SECURITY NOTES

SECURITY

Al I contractor e"1)1oyees, includino subcontractor- errployees, reQuiring access to Ar-rrry instol lotions, foci I ities, Or' control led access areas shol I corrplete AT Level I oworeness tr-oining. The COR wl 11 be pr"ovlded a copy of the RIA-JMTC AT Level I oworeness training and ossurino the troinino is corrp I eted.

The contr-octor sho I I s ion o MefTIOr"'ondum of Record for each contractor enpl oyee and subcontractor enp I oyee to the RI A-JMTC Oper-otions Center pr-ior- to o RIA-JMTC electr-onic keys and access poss being issued.

The contractor and 011 associated subcontractors efll)loyees shol I provide 011 information reQuired for background checks to meet instol lotion access requir-ements to be occorrpl ished by the instol lotion Director of Emeroency Services.

The contractor workforce nust co,rp I y with o I I persona I identity verification reQuirements IFAR Clouse 52.204-9.

Personal Identity Verification of Contractor Personnel> os directed by ooo. HODA. and/or IOCOI pol icy. In addition to the changes otherwise authorized by the chonoe c I ouse of this contract. should the Force Protection Condition IFPCON> ot any individual foci I ity or instol lotion chonoe, the Government may reouire chonoes in contractor security matters or processes.

Contractor ond o I I assoc i oted subcontractor 8"1> I oyees sho I I corrply with adj udication stondords and procedures usino the Notional Crime Information Center interstate identification

Index lNCIC-1111 and Terrorist Screenino Ootobose <TSOBI (Army Directive 2014-05/AR 190-131. opp I icoble instol lotion.

foci I ity access ond local security policies ond procedures (provided by government representotive >. The COR wi 11 provide gu i donce to corrpl ete the Access Control Records Check reouest

Form thru the RI A Di rectorote of Emergency Services.

Contractor will ocQuire and need to return all issued u.s.

Government Corrrnon Access Cords. instol lotlon badges. and/or access posses. Use FAR 52.204-9 or PADDS Clouse IF00015 IF00015 at the end of the contract or the lost day of on individual contractor� errp I oyment.

RIA-JMTC electronic keys ond 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 at 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 011 associated subcontractors shol I brief 011 errployees on the IOCOI iWATCH program. The iWATCH troinino wi 11 be provided in the RJA-JMTC AT training.

NOTES

Contractor and o I I ossoc i oted subcontractor e"1) I oyees sha I I co,rp I y with odj ud i cot ion

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��� ����f�e;�trol Records Check reQuest Form

Contractor wi 11 acouire ond need to return al I issued u.s. Government Corrrnon Access Cords. instol lotion badges. and/or access posses. Use FAR 52.204-9 or PAOOS Clouse

IF00015 IF00015 at the end of the contract or the lost day of on individual controctor5#32s errp I oyment.

RJA-JMTC electronic keys and access posses ore accountable items and wi 11 be returned pf���� n i� h

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

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

The Contractor and 011 associated subcontractors shol I brief 011 errployees on the local 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 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�66��� w�f� P c��y;

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Deportment.

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

LOCATION ON ROCK ISLAND ARSENAL

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PLANT ENGINEERING DIRECTORATE

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JMTC CONCRETE WORK

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208 - TOOL CRIB PAD

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

WITH 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 OEBR IS 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 CATALYTIC•

CONVERTER ON ALL DIESEL ENGINES.

6. NEW CONCRETE FOR MACHINE FOUNDATION SHALL BE

A MIN. 5000 PSI.

7. THE CONTRACTOR SHALL CLEANUP THE WORKS I TE

AFTER COMPLETION OF THE PROJECT.

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

AFTER CLEANUP IS COMPLETE, LINE FOUNDATION WITH

1/2" RIGID FOAM INSULATION FOR VIBRATION ISOLATION.

JOINT SEALANT SHALL BE BASF 50NOLASTIC 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 PROV I OE ANO PLACE THE BARR I CAOES

12. CONTRACTOR WILL PROVIDE SPOTTER / GROUND MAN

FOR EQUIPMENT / TRUCKS GOING IN ANO OUT OF BLOG.

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

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

TOP OR BOTTOM SURFACE ANO HAVE A MINUMUM OF 2 ROOS

IN EACH DIRECTION, DOWELS WILL BE DRILLED A

MINIMUM OF 6" INTO THE VERTICAL FACE OF THE

EXISTING CONCRETE,

14, CONSOLI DATE PLACED CONCRETE US I NG ME CHAN I CAL VI BRAT I NG

EQUIPMENT WITH HANO RODDING ANO TAMPING SO THAT CONCRETE

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

ANO 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, EXPER I ENCEO,

QUALi F I ED WORKMENT.

16. ANY DISCREPANCIES IN PLANS, OR BETWEEN PLANS ANO

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF

RIA REPRESENTATIVE JOE CARPENTIER IMMEDIATELY.

17. DRAWING NOT TO SCALE.

LOCATION ON ROCK I SL ANO ARSENAL

INDEX

SECURITY NOTES •••••••••••••••••••••••••••••• 1

Trench FIii Layout Drawing ••••••••••••••••• 3

299 Trencn F' I I I DEMO/FLOOR CUT •••••••••••••• 4

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

2:30 PM ANO 11 :00 PM OR SATURDAYS.

<ll@ @ C:J�<!> <ll <!> e:> ® ® ®@ ® ® @'i!!®@@@@@@@@@@ @�®®@@@@@@ e e @�@ e e 299 Tl"'ench FI 11 ELEV/CONST PLAN,,,,,,,,,,,, ,S aPOURING 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 ANO

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 TenperotU"e at Point HCRJI Time of Olscna-ge F IC) Ho.rs Minutes

50-64 110-17.51 1 30

65-90 (18-321 - without retarder 1 0

65-90 118-321 - with retcrCler' 1 30

I I ,, ,, BLD. 208 1ST FLOOR PLAN

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JMTC CONCRETE WORK

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208 - TOOL CRIB PAD

PLANT ENGINEERING

208 - TOOL CRIB PAD

LAYOUT DRAWING

0 ---· 0 0 32305 0 _________________________ o ---------

0 -··-· 0 0 32305 0 _________________________ o ---------

132659 I D�B I 132659 I D�B I

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TOO.. CRIB PAD FOR 2D8

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208 - TOOL CRIB PAD

DEMOLITION PLAN/FLOOR CUT PLAN

CURRENT VIEW CUT LINE VIEW

I 12• DEEP MACHINE PIT I

1 • EXPANSION JOINT

I 2.s· WOOOBLOCK I

I •·-12· EXISTING CONCRETE I

I 12• DEEP MACHINE PIT I

1 • EXPANSION JOINT

j 2.r wooDBLoc1 j

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PLANT ENGINEERING DIRECTORATE

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TOOL CRIB PAD FOR 2OB

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ISLAND ARSENAL ROCK

JMTC

208 TOOL CRIB PAD

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' OEVEATION. 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· GJJBLDcitj

8"-12" EXISTING CONCRETE

CA6 OR EXISTING CONCRETE IF BELOW 12•

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TOOL CRIB PAO FOR 208

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