Attachment 0003 - B208 - Concrete for VTL Drawings.pdf

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

JMTC CONCRETE PROJECTS

SECURITY NOTES

SECURITY

Al I contr-octor enployees. includino subcontractor- efll)loyees.

reQuirino access to Arrrrt instol lotions. foci I ities. or control led access areas shol I COtTPlete AT L evel I oworeness troinino. The COR wi 11 be provided O CoPY of the RIA-JMTC AT L evel I awareness troinino and ossurino the troinino is COfl"P I eted.

The contractor sho I I sign o Merrorondum of Record for each contractor errployee and subcontractor errployee to the RIA-JMTC Operations Center prior to o RIA-JMTC electronic keys and access poss being issued.

The contractor and al I associated subcontractors enployees shol I provide ol I information reQuired for bockQr-ot.md checks to meet instol lotion access requirements to be occorrpl ished by the instol lotion Director of Emer-gency Ser-vices.

The contr-octor workforce rrust conp I y with o I I per-sono I identity ver-ificotion requirements <FAR clause 52-204-9.

Per-sono I Identity Ver if i cot ion of Contractor Per-sonne I > os directed by OoO. HODA. ond/or local pol icy. In addition to the chonoes otherwise authorized by the chonoe Clouse of this contract. shou I d the Force Protection Condition < FPCON > ot any individual foci I ity or instol lotion chonoe. the Government may require chonoes in contr-octor security motter-s or processes.

Contractor and o I I assoc i oted subcontractor- ef'll) I oyees sho I I conply with adjudication stondor-as and proceaur-es usino the

Notional Crime Information Center- interstate identification

Inaex CNCIC-111> ond Terrorist Screenino Ootobose ITSOB> <Army Directive 2014-05/AR 190-13 >. opp I icoble instol lotion.

foe i I i ty access ond I oco I security po I i c i es ond procedures I provided by government representative>. The COR wi 11 provide guidance to conplete the Access Control Records Check request

Form thru the RIA Oirectorote of Emeroency Services.

Contractor wi 11 acquire ond need to retur-n ol I issued u.s.

Government Cc:mnon Access Cor-ds. instol lotion bodoes. and/or access posses. use FAR 52-204-9 or PAODS Clouse IF00015 IF00015 at the end of the contract or the lost day of on individual contractor� enoloyment.

RIA-JMTC electronic keys and access posses or-e accountable items and wi 11 be returned within 24 hours of no lonoer beino needed. Items wi 11 returned to tne COR or placed in o dr-op box at a RIA-JMTC access point .

Contractors v.no 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 shal I br-ief 011 enoloyees on the I OCOI iWATCH Pr"OQr"Om, The iWATCH troinino wi 11 be provided in the RIA-JMTC AT troinino.

NOTES

Contractor ond ol I ossocioted subcontractor enoloyees shol I conply with odjudicotion f ����?�?� a�?g., P J�:� u r�g It� l 7Y, t

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;�trol Records Check request Form

Contractor wi 11 acquire and need to return ol I issued U.S. Government COfffl'Ol""I Access Cords. instol lotion bodoes. and/or access posses, Use FAR 52,204-9 or PADOS Clouse

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

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

�� gbx n gt g n

21�-�:+g o o��=�:

d poi�r� ms wi 11 r-eturned 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.

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The FPCON aescriptions wi 11 be proviaed in the RIA-JMTC AT troinino.

The COR wi 11 keep the contractors informed on the current FPCON or ony possible FPCON chonoe.

Contr-octor per-sonnel workino on Rock Island Arsenal or-e subject to participation in

��r�66��� w,�� p c�Y� !f t� r rn�1r�Ctr�!

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Deportment.

The RAf.P prooram is discussed in the RIA-JMTC AT troinino.

LOCATION ON ROCK ISLAND ARSENAL

JMTC COOCRETE WORK

SHEET- 1 OF 5

208 VTL 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 AND MUST 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 CATALYTIC•

CONVERTER ON ALL DIESEL ENGINES.

6. NEW CONCRETE FOR MACHINE FOUNOAT ION 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 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 WILL PROVIDE SPOTTER / GROUND MAN

FOR EQUIPMENT / TRUCKS GOING IN ANO OUT OF BLOG.

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 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, CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

EQUIPMENT WITH HANO RODDING ANO TAMPING SO THAT CONCRETE

IS WORKED AROUND REINFORCING AND OTHER EMBEDDED ITEMS

ANO INTO FORMS.

15. FABRICATION ANO INSTALLATION OF STRUCTURAL STEEL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

CONSTRUCTION IAISC> 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 TO THE ATTENTION OF

RIA REPRESENTATIVE JOE CARPENTIER IMMEDIATELY.

17. DRAWING NOT TO SCALE.

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

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

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

OR TRUCK AGITATORS SHALL BE ACCORDING TO THE FOLLOWING:

Concrete Tenperoture ot Point Hou I Tine of Oischoroe F ICI

Hou-s Minutes

50-6◄ {10-17.51 1 30

65-90 < 18-321 - withOUt retcrder 1 0

0 · · · · · · ,,..-,,---;,,...,,,_c:::t:=r--t-<---.;,r 0······· 0······ 0······ 0······ 0······ 0······ 0······ 0 ..... · r.t-�'-n.--■..!,..

LOCATION ON ROCK I SL ANO ARSENAL

INDEX

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

Trencn F 111 Loyout Or'owing ••••••••••• , ••••• 3

299 Trench Fi I I DEt«I/FLOOR CUT •.••.•. , ••.•.• ◄

299 Trench Fi 11 ELEV/CONST PLAN, ••• , ••••• , •• 5

65-90 {18-321 - with retarder 1 30 ©- ...... u...---::....... ...... -.;��.....;;;,c;,.:lf'--..,::===----------.L...1-----�-"E:,...,.=

PLANT ENC I NEER I NC DI REC TORA TE

TARA-I FF

JMTC CONCRETE WORK

BLD. 208 1ST FLOOR PLAN SHEET- 2 OF 5

208 VTL PAD

208 VTL PAD LAYOUT

DRAWING

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33882

33801

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� 34462

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_ _ _ _ 32305 ______________________________ _

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34464 � 34325

. ___ 32305 ______________________________ _

K LAN A NAL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

VTL FOUNDATION BUILDING 208

SHEET- 3 OF 5

208 VTL PAD

DEMOLITION PLAN/FLOOR CUT PLAN

CURRENT VIEW

I 1 • EXPANSION JOINT I

I, g I a·-12· EXISTING CIJICRE.TE I

�1 ,.-

. -.�.TI �I ,,-•-24-• .. -... -,

... �.DNI ,.__ ___ _

I 1••-24• EXISTING FCUIDATIIJII

C LJ T LINE VIEW

1,· DEEP IIAD-IIIE PIT I

1" EXPANSION JOINT

I a--12· EXISTING CIJtCRETE I

NOTES:

1.) CONCRETE IN EXISTING PIT DOES NDT NEED

TO BE DEMOED BELOW A 12• DEPTH. REMAINED OF

PIT SHALL BE FILLED USING COMPACTED FILL

MATERIAL.

K LAN A NAL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

YTL FOUNDATION BUILDING 2D8

SHEET- 4 DF 5

208 VTL PAD ELEVATION/

CONSTRUCTION PLAN

NOTES:

1. l AREA SURROUNDING FDUNDATIDN WILL NDT

ALWAYS BE THE SAME ELEVATION. FDUNDATIDN

MUST MAINTAIN NO GREATER THAN A 1/4" DVER

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 DR EQUIVALENT

PRODUCT WILL BE USED IN TOPICAL CRACK

j 2., .. WOIIJBLOCl j

8"-12" EXISTING CONCRETE

CA6 OR EXISTING CONCRETE IF BELOW 12"

VTL FOUNOATION BUILOING 208

SHEET- 5 OF 5