Attachment 0004 - B208 - Robot Welder Pad Drawings.pdf

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

JMTC CONCRETE PROJECTS

SECURITY NOTES

SECURITY

Al I contractor- errployees. includino subcontractor- errployees.

reQuirino access to Anrry instol lotions. foci I ities. or control led access areas shol I cOfll)lete AT Level I awareness troininQ. The COR wi 11 be provided o copy of the RJA-JMTC AT Level I awareness troinino and ossurino the troinino is COfll)leted.

The contractor- sho I I s ion o Mem:,r-ondum of Recor-d for- each contractor- enployee and subcontractor- errployee to tne RJA-JMTC Operot ions Center prior to o RI A-JMTC e I ectron i c keys and access poss be i no issued.

The contractor- and al I associated subcontractors errployees sho I I prov 1 de o I I I nformot ion reQu 1 red for background checks to meet instol lotion access requirements to be occ0f1l)I ished by the instol lotion Director of Emergency Services.

The contractor workforce fllJSt corrply with 011 personal identity ver if i cot ion reQu i rements c FAR c I ouse 52. 20◄-9.

Personal Identity Verification of Contractor Personnel> os directed by DoO. HODA. and/or loco I pol icy. In addition to the changes otherwise authorized by the change clause of this contract. should the Force Protection Condition lFPCON> ot ony ind iv i duo I foe i I i ty or i nsto I I ot ion change. the Government may reQu ire changes in contractor security matters or processes.

Contractor and o I I assoc i oted subcontractor errp I oyees sho I I corrply with adjudication stondords and procedures using the

Notional Crime Information Center interstate identification

Index <NCIC-1111 ond Terrorist Screening Database <TSDBI !Army Directive 201◄-05/AR 190-131. oppl icoble instol lotion.

foci I ity access and loco I security policies and procedures

I provided by government representative I. The COR wi 11 provide ouidonce to corrplete the Access Control Records Check reQuest

Form thru the RIA Directorate of Emergency Services.

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

Government Conmon Access Cords. instol lotion badges. and/or access posses. use FAR 52.204-9 or PADDS Clouse IF00015 IF00015 at the end of the contract or the I ost Cloy of on ind iv i ouo I contractor� 8111) I oyment.

RIA-JMTC electronic keys and access posses ore accountable items and wt 11 be returned within 24 hours of no lonoer being needed. Items wi 11 returned to the COR or placed in a drop box at a RJA-JMTC access point.

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

The Contractor and ol I associated subcontractors shal I brief al I 8fll)loyees on the local iWATCH prooram. The iWATCH training wi 11 be provided in the RIA-JMTC AT training.

NOTES

Contractor and al I associated subcontractor errployees shal I COfl"PIY with adjudication f ���1?�?�a��g,, P J�:� u r�� 1 t! i 7Y, t��d N

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;�trol Records Check reQuest Form

Contractor- wi 11 ocQuire and need to return 011 issued u.s. Government Conmon Access

Cards. instal 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 doy of on individual controctor5#32s efll) I oyment.

RIA-JMTC electronic keys and access posses ore accountable items and wi 11 be returned pf�6�� n i� o h

�� g6x n gt r21�-�=+2 g a��=�:c::1Poi�t� ms wi II 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.

TO: T��i����-on

?h� I l wi,�� i��w� i �� b;f�T r g�t��v f��� I i � rt�! � l !-��l 0i,ef r n r��- I oca I

Durino FPCONs Chor I ie and Delta. services may be discontinued/postponed due to hiQher 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 subject to participation in b�t�66��� n w��� p c�Y;

!r t� r rn;1�8Ct r�� c

� ree� e g;

c

��=· R�� r i�� o�� !�s���� e

��I ?6;· '· Deportment.

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

LOCATION ON ROCK ISLAND ARSENAL

JMTC CONCRETE WORK

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208 ROBOT WELDER PAD

NOTES

1. THE CONTRACTOR WILL USE WATER TO ELIMINATE

DUST 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 I ON.

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.

IICONTRACTOR SHALL HAVE CATALYTIC•

CONVERTER ON ALL DIESEL ENGINES,

6, NEW CONCRETE FDR MACHINE FOUNDATION SHALL BE

A MIN, 5000 PSI.

7. THE CONTRACTOR SHALL CLEANUP THE WORKSITE

AFTER C□IIPLETl □N 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 S□N□LASTIC 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 AND OUT OF BLDG.

13. DOUBLE TIED LAYER OF #4 REBAR 11/2"), 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.

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 COIIPETENT, EXPERIENCED,

DUALI 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 AND 11 :00 PM OR SATURDAYS.

�DURING 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 C□NCRE TE TRANSPORTED IN TRUCK MIXERS

OR TRUCK AGITATORS SHALL BE ACCORDING TO THE FOLLOWING:

Coocrete TBlll)eroture ot Point HClJI Tiff'8 of Oischaroe F ICI Hours Minutes

5D-i;◄ 110-17.51 1 lD

65-90 (18-32) - withrut retcrder 1 0

65-90 <18-l2J - with retcrder 1 3D

BLO. 208 1ST FLOOR PLAN

LOCATION ON ROCK ISLAND ARSENAL

INDEX

SECURITY NDTES •••••••••••••••••••••••••••••• 1

Trench F 111 Layaut Orowtno , ••• , ••• , • , ••• , •• 3

299 Trench F 11 I DElll/FLOOR CUT,,,,,,,,,,,,,,◄

299 Trench F 11 I ELEV/CONST PLAN,,,,,,,,,,,, ,5

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PLANT ENGINEERING DIRECTORATE

TARA-I FF

JMTC CONCRETE WORK

SHEET- 2 OF 5

208 ROBOT WELDER PAD

ROCK ISLAND ARSENAL

PLANT ENGINEERING

208 WELD

LAYOUT

'"J;;;i;l=====;=���c;;i==(I-------0 -------0

-N.l.·11111'�-------© -------0 ------0 ------0

ROBOT PAD

DRAWING

JMTC

'"J;;;i;l=====;=���c;;i==(I-------0 -------0

-------0 ------0 -------0 l==!�:=!b::�r===1�-=====!II: - - - - - - - ® ��:=!:!:::�>;===,�-�: - - - - - - - ®

LA A AL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

TRENCH FI LL FDR BLDG 299

SHEET- 3 CF 5

208 WELD ROBOT PAD

DEMOLITION PLAN/FLOOR CUT PLAN

CURRENT VIEW CUT LINE VIEW

1 • EXPANSION JOINT 1 • EXPANSION JOINT

I •·•· ,.. I

12• Fl:UGATIDN I I r-12" Ex1sr1NG CONCRETE I

I ••-12• EXISTING aJfCAETE I

LA A AL

PLANT ENG I NEER I NG DIRECTORATE

TARA-I FF

TRENCH FILL FOR BLOG 299

ILES SHEET- 4 OF 5

208 WELD ROBOT 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

CA6 OR EXISTING CONCRETE IF BELOW 12"

8"-12" EXISTING CONCRETE

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PLANT ENG I NEER I NG DIRECTORATE

TARA-I FF

TRENCH FILL FOR BLDG 299

SHEET- 5 OF 5