Attachment 0001 - 220 Boring Pit Cap.pdf

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

JMTC CONCRETE PROJECTS

SECURITY NOTES

SECURITY

Al I controctor errployees. includino subcontroctor efl"Oloyees.

reQuirino access to Arrrry instal lotions. foci I ities. or control led access areas shol I conplete AT Level I awareness training. The COR wi 11 be Pr""OVided O copy of the RIA-JMTC AT Level I awareness training and assuring the training is conpleted.

The contractor sho I I s ion a Memorandum of Record for each contractor errp I oyee and subcontractor erro I oyee to the R IA-JMTC Operations Center prior to o RIA-JMTC electronic keys and access poss be i no issued.

The contractor and al I associated subcontractors errployees sho I I provide o I I i nfor-mot ion reQu ired for bockor-ound checks to meet instol lotion access requirements to be occof'f1)1 ished by the instol lotion Director of Emer-oency Ser-vices.

The cont,.-actor workforce nust COITP I y with a I I pe,.-sona I identity ver"ification r"8Quir"ements <FAR clause 52.204-9.

Pe,.-sonal Identity Ver"ificotion of Cont,.-octo,.- Pe,.-sonnel > as dir"ected by OoD. HODA. and/Or" local pol icy. In oddition to the chanoes other"wise authorized by the chanoe clause of this cont,.-oct. should the Force Pr"otection Condition <FPCON> ot any individual foci I ity or instol lotion chanoe. the Gover"nment may require chonoes In contractor security matters or processes.

Cont,.-octor ond o 1 1 assoc t oted subcont,.-octor erro I oyees sho 1 1 conply with adjudication stondor"ds and pr"ocedur"es usino the

Notional Cr"ime Information Center" inter"stote Identification

Index <NCIC-111> and Ter"r"orist Sc,.-eenino Database <TSOB> (A,.-my Oir"ective 2014-05/AR 190-13>. opp I icable instol lotion.

foci I ity access and local secur"ity policies and pr"ocedur"es

I provided by oovernment rep,.-esentative>. The COR wi 11 pr"ovide guidance to corrplete the Access Contr"OI Records Check request

Form thru the RIA Directorote of Emeroency Services.

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

Gover"nment Comnon Access Cor"ds. i nsto I I at ion 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 individuol contractor� erroloyment.

RIA-JMTC electronic keys and access posses ore occountable items and will be returned within 24 hours of no lonoer beino needed. I terns wi I I returned to the COR or p I aced in o droP box at o RIA-JMTC access point.

Contr-octors wno routine I y foi I to retur-n tneSe i terns wi 11 not be issued them in support of any future contract.

The Contractor and al I associated subcontractors shol I brief 011 errployees on the IOCOI iWATCH Pr"OQr"Om. The iWATCH training wi 11 be provided in the RIA-JMTC AT troining.

NOTES

Contr-octor- and 011 associated subcontractor errployees sno11 corrply with adjudication f ��g1f�?�o�?� P

J��=� u

��g IC! i 7f I t

��d N

�!;�� J s� r

J�e!gf �"'86i�ai:

n

TfSD� 7 terstote

�:�� i ��

�gr: �1 e� 6�d

���e���;!

/ Prge� �!g a g� e o��:����t i

�Pr!���ibtr v��� es

1h� n go� oca I r��� ��� v i?: 8Y;�g��ai� grf,!.!�� e

��� ���ef�e ;?ntr-ol Records Check r-equest Form

Contractor wi 11 acquire and need to return al I issued U.S. Government Conmon Access

Cords. insto11otion bodoes. 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 erro I oyment.

RIA-JMTC electronic keys and access posses ore accountable items and wi 11 be returned

Pib6:� n i� a h �� �x n

�t

��T�-�=+2 o a��=�:dPoi�i�ms wi 11 r-etur-ned to the COR or

Contr-octors who routinely foi I to retur-n these items wi 11 not be issued them in support of any future contract .

T�: T�������-on

?h� 1 l w�,�� i�6r� i �� b

;f7r r g� t

��v f��� i � r i�! �: !-��� 0iv e �r�7 n r��- 1 oca 1

Ourino FPCONs Char i ie and Delta. services may be discontinued/postponed due to hic;;iher thr-eot. se...-vices wi 11 resume when FPCON level is reduced to level e...-ovo or lower-.

The FPCON descriptions wi 11 be provided in the RJA-JMTC AT troininc;;i.

The COR wi 11 keep the contr-actors informed on the cur-r-ent FPCON or any possible FPCON chonoe, Contractor personnel workino on Rock Island Arsenal ore subject to participation in i�i�66�6;� n w��� p c=Y;

i :rt� r-g�;

a r n���3Ct i�� c

�1ee� e g;

c

��;· R�� r" i�? o�� l.�s��g?

e

�;,I 16�· , · Oepor-tment .

The RAMP proorom is discussed in the RIA-JMTC AT troininc;;i.

LOCATION ON ROCK ISLAND ARSENAL

F=tQCK lSLANO MOL..lNE

ROCK SLAND ARSENAL

PLANT ENGINEERING DIRECTORATE

TARA-I FF

JMTC CONCRETE WORK

SHEET- 1 OF 5

220 BORING PIT CAP

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

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 FOUNDATION SHALL BE

A MIN, 5000 PSI.

7. THE CONTRACTOR SHALL CLEANUP THE WORKSITE

AFTER COWLETION 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 <112"1, 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

AND INTO FORMS.

15, FABRICATION AND INSTALLATION OF STRUCTURAL STEEL

SHALL COMPLY WITH LATEST AMERICAN INSTITUTE OF STEEL

CONSTRUCTION <AISCI STANDARDS ANO SPECIFICATIONS. ALL

WORK SHALL BE PERFORMED BY COMPETENT, EXPERIENCED,

QUALi F I ED WORK ME NT.

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.

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

2:30 PM ANO 11:00 PM OR SATURDAYS •

.POURING 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:

Ccncrete TElfll)eroh.re at Point Haul Time of 0ischcr9e F IC> Hours Mirutes

50-6' 110-17,51 1 JO

65-90 118-32 I - wl thoot retarder 1 0

65-90 I 18-32> - with retorClef 1 30

LOCATION ON ROCK ISLAND ARSENAL

INDEX

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

T,.ench Fill Layout Drawing ··•·······•••····3

299 Tr-enct, Fi 11 OEl«I/FLCXJR CUT •••••••••••••• ◄

299 Trencn F 111 ELEV/CCI\IST PLAN, •••••••••••• s

L L

PLANT ENGINEERING DIRECTORATE

TARA-I FF

JMTC CONCRETE WORK

SHEET- 2 OF 5

220 BORING PIT CAP

PIT

PLANT ENGINEERING

220 BORING PIT CAP

LAYOUT DRAWING

A A

PLANT ENGINEERING DIRECTORATE

TARA-I FF

PIT FOUNDATION BUILDING 220

SHEET- 3 OF 5

220 BORING PIT CAP

DEMOLITION PLAN/FLOOR CUT PLAN

CURRENT VIEW C LJ T LINE VIEW

I ,. EXPANSION JOINT I

g -1 a-·-12- · ,-x,s1-,NC-co,-CII ET-E I

I l' 0£EP MACHINE PIT I

1,· l)([P MACHINE PIT I

I 1a•-z<11" tx1sr1NG FOUIC>ATIONI 1,,•-z4• u1sr1NG FOJNOATIONI

1 • EXPANSION JOINT

I a·-1z• cx1sr1NC CONCRETE I

NOTES:

1. l CONCRETE IN EXISTING PIT DOES NOT NEED

TO BE DEMOED BELOW A 12" DEPTH. REMAINED OF

PIT SHALL BE FILLED USING COMPACTED FILL

MATERIAL.

ROCK SLAND ARSENAL

PLANT ENG I NEER I NG O I RECTORATE

TARA-I FF

PIT FOUNOATIDN BUILDING 220

SHEET- 4 OF 5

220 BORING PIT CAP

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

2 EVENLY SPACED LONGITUDINAL BARS

4" DOWN FROM SU ACE OF CONCRETE

j 2, 5. lfOOOBLOClt j

8"-12" EXISTING CONCRETE

CA6 OR EXISTING CONCRETE IF BELOW 12"

PIT FOUNDATION BUILDING 220

SHEET- 5 OF 5