Attachment 0007 - B230 - Tube Laser Middle Pad Drawings.pdf

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

JMTC CONCRETE PROJECTS

SECURITY NOTES

SECURITY

Al I contractor errployees. includinc;;i subcontractor e111>loyees.

reQuirino access to Army instol lations. foci I ities. or control led access areas sria11 C0ff1)1ete 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 corrp I eted.

The contractor sho I I s ion a Memorandum of Record for each contractor errp I oyee and subcontractor enp I oyee to the RI A-JMTC Operations Center prior to o RIA-JMTC electronic keys and access poss being issued.

The contractor and al I associated subcontractors eff1)1oyees sho I I provide a I I i nformot ion reQu ired for background checks to meet i nsto I I at ion access reciu i rements to be occorrp I i shed by the instol lation Oirecta- of Emeroency Services.

The contractor workforce nust corrp I y with o I I persona I identity verification requirements (FAR clause 52.204-9.

Personal Identity verification of Contractor Personnel> as directed by 000, HODA, and/or IOCO I 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 any individual foci I ity or instol lotion chonoe. the Government may require chonoes in contractor security matters or processes.

Contractor and o I I assoc i oted subcontractor en1) I oyees sho I I corrply with adjudication standards and procedures usino the

Not i ono I Crime I nformot ion Center i nterstote i dent if i cot ion Index CNCIC-111 J and Terrorist Screenino Database CTSDBJ (Army Directive 2014-05/AR 190-131, applicable instol lotion, foci I ity access and local security policies and procedures (provided by oovernment representot i ve I. The COR wi I I provide guidance to corrplete the Access Control Records Check request

Form thru the RIA Directorate of Emeroency Services.

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

Government Corrmon Access Cords, instol lation bodoes. ond/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 contractor� errc,loyment.

RI A-JMTC e I ectron i c keys and access posses ore occountob I e items and wi 11 be returned within 24 hours of no lonoer being needed. Items wi 11 returned to the COR or placed in o drop box at o RIA-JMTC access point.

Contractors who routinely foi I to return the5e items wi 11 not be issued them in support of ony future contract.

The Contractor and 011 associated subcontractors shol I brief 011 errc,loyees on the IOCO I iWATCH proorom. The iWATCH troinino wi 11 be provided in the RIA-JMTC AT troinino.

NOTES

Contractor and al I associated subcontractor errc,loyees shol I corrpl f with adjudication f����?�?�a�?� P u r�� 1 �! i 7Y > t

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Contractor wi 11 acquire and need to return 011 issued u.s. Government Carmon Access Cords, tnsto11ot lon bodoes, 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 controctor5#32s errc, I oyment.

RIA-JMTC electronic keys and access posses ore accountable items and wi 11 be returned prb6�b n i� o h

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�2T�-�=+200��:�:dpoi�i�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.

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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 subject to participation in b�i�b6��� w�t�

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Deportment.

The RAW' proorom Is discussed In the RIA-JMTC AT training.

LOCATION ON ROCK ISLAND ARSENAL

JMTC COOCRETE WORK

SHEET- 1 OF 5

230 - TUBE LASER PAD (MIDDLE)

NOTES

1. THE CONTRACTOR WILL USE WATER TO ELIMINATE

OUST DURING ENTIRE CONSTRUCTION.

z. 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 UNDERLY I NG SO IL CAUSED BY THE

CONSTRUCTION.

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 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 CDMPLET ION OF THE PROJECT.

8. EXPANSION JOINT MATERIAL UP TO 94• DEEP TYPICAL.

AFTER CLEANUP IS COMPLETE, LINE FOUNDATION WITH

112• RIGID FOAM INSULATION FOR VIBRATION ISOLATION.

JOINT SEALANT SHALL BE BASF SDNOLASTIC 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 WI LL PROV IDE SPOTTER / GROUND MAN

FOR EQUIPMENT / TRUCKS GOING IN AND OUT OF BLDG,

13. DOUBLE TIED LAYER DF #4 REBAR <112•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,

14. CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE

IS WORKED AROUND REINFORCING AND OTHER EMBEDDED ITEMS

AND INTO FORMS.

15. FABRICATION AND INSTALLATION OF STRUCTURAL STEEL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

CONSTRUCTION IAISCJ STANDARDS AND SPECIFICATIONS. ALL

WORK SHALL BE PERFORMED BY COMPETENT, EXPERIENCED,

QUALi FI ED WDRKMENT.

16. ANY DISCREPANCIES IN PLANS. OR BETWEEN PLANS ANO

SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION DF

RIA REPRESENTATIVE JOE CARPENTIER IMMEDIATELY,

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.

IIPOURING OF NEW CONCRETE,FRAMING, TYING OF REBAR

WILL BE DAY SHIFT WORK.

1 O. 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 MAXIMUM HAUL TIME FOR CONCRETE TRANSPORTED IN TRUCK MIXERS

OR TRUCK AGITATORS SHALL BE ACCORDING TO THE FOLLOWING:

Concrete Terq::,eroture at Point Haul Tine of Oischcrc;ie F ICI Ho,rs Mirutes

50-64 110-17.5) 1 JO

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

65-90 118-32> - with retcrder 1 JO

LOCATION ON ROCK ISLAND ARSENAL

INDEX

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

Trench Fi I I Layout Drawing , •••• , • , •• , ••••• , 3

299 Trench F 111 DEMO/FLOOR CUT •••••••••••••• 4

299 Treneh F 111 ELEVl'CmlST PLAN,,,,,.,,,,,,, 5

JMTC CONCRETE WORK

SHEET- 2 OF 5

230 - TUBE LASER PAD (MIDDLE)

230 - TUBE LASER PAD (MIDDLE)

LAYOUT DRAWING

z c: ::::z�z z c: ::::z z c: ::::z�z z c: ::::z

LAN A NAL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

TOOL CRIB PAD FDR 20B

LES SHEET- 3 OF 5

230 - TUBE LASER PAD (MIDDLE)

DEMOLITION PLAN/FLOOR CUT PLAN

CURRENT VIEW CUT LINE VIEW

NOTESI

1.1 IIJLTIPLE SEPARATE SLABS •ILL BE FQJNO IN

THIS AREA, DEPENDING� a.ENT CUT LINES, JMTC MAY APPAOV£ NEW SUB TD BE SLIGHTLY

IIOVE.D TO BETTER LINE LP WITH EXISTING,

OVERALL DUE.NSICIII WILL NOT CHANGE,

I a--12· uIsr1Nc CONCRETE I

1 • EXPANSION JOINT

I r-12· u1srING CONCRETE I I a--12· EXISTING CIJCRETE I

SAW CUT

I ••-12• EXISTING CIJtCAE.TE I

K LAN A NAL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

TOOL CR 1B PAD FOR 208

SHEET- 4 OF 5

230 TUBE LASER PAD (MIDDLE)

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., .. a:JDDBLOC:11: j

8"-12" EXISTING CONCRETE

CA6 OR EXISTING CONCRETE IF BELOW 12"

TOOL CRIB PAO FOR 208

SHEET- 5 OF 5