Attachment 1 Concrete Trench Fill SOW.pdf

299 TRENCH FILL

CONCRETE PROJECT #20‐3‐03

TARA‐PSF

DISTRO‐A

Approval for Distribution:

Niles, Bradley D

Largent, Christopher P

NOTES

1. THE CONTRACTOR WILL USE WATER TO El IMINATE

OUST DURING ENTIRE CONSTRUCTION,

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

JMTC CONCRETE PROJECTS

GENERAL NOTES

LOCATION ON ROCK ISLAND ARSENAL

2, WHEN SAW CUTTING FLOOR AROUND WORK AREA,

REBAR WILL BE PRESENT ANO MUST BE CUT OFF EVEN

WI TH SAW curs.

3, THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO

FLOOR OR THE UNDERLYING SOIL CAUSED BY THE

CONSTRUCTION,

◄, 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 $HALL HAVE CATALYTIC•

CONVERTER ON ALL OIESEL 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 SONOLASTIC SL-1 DR EQUAL.

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

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

.POURING OF NEW CONCRETE WILL BE ON FRIDAY OR SATURDAY•

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 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 Tefl'08roh.re ot Point of Oischorge f 1c1

Haul Time

HO<TS Minutes

50-64 110-17,51 1 JO

65-90 118-321 - without l'"etol'"der" 1 0

65-90 118-321 - with l'"eh:rdel'" 1 30

11. BARRICAOES WILL BE POSITIONEO 6' FROM EACH SIOE 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 BLDG.

13. SINGLE TIED LAYER OF #4 REBAR (1/2"1. 12" X-W

SPACING. REBAR SHOULD BE A MIN OF 3" BELOW

SURFACE ANO HAVE A MINUMUM OF 2 ROOS IN EACH

DIRECTION. DOWELS WILL BE ORILLEO A MINIMUM OF 6"

INTO THE VERT I CAL FACE OF THE EXIST I NG CONCRETE.

U. CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

EOUIPMENT WITH HANO RODDING ANO TAMPING SO THAT CONCRETE

IS WORKED AROUND REINFORCING 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 AND SPECIFICATIONS. ALL

WORK SHALL BE PERFORMEO BY COMPETENT. EXPERIENCEO.

OUAL IF I EO WORK ME NT.

16, ANY DISCREPANCIES IN PLANS. OR BETWEEN PLANS ANO

SPECIFICATIONS. SHALL BE BROUGHT TO THE ATTENTION OF

RIA REPRESENTATIVE Robert McClure IMMEOIATELY.

17. DRAWING NOT TO SCALE,

INOEX

SECURITY NOTES •••••••••••••••••••••••••••••• 2

299 PAINT FLOOR DEMO/FLOOR CUT.,, ••••••••••• 3

299 PAINT FLOOR ELEV/CONST PLAN ••••••••••••• 4

OLD 299 PAINT CAP DEMO ..................... S

OLD 299 PAINT CAP LAYOUT

CHILLER PIER FOOTINGS ••••••••••••••••••••••• 7

212 FOUNDRY CAP, •••• , ••••• ,., ••• , •• , ••• , •••• 8

JMTC CONCRETE WORK

SHEET- 1 OF 8

ROCK ISLAND ARSENAL JMTC

PLANT ENGINEERING

299 PAINT FLOOR REPAIR

ELEVATION/CONSTRUCTION PLAN

NOTES:

1, l THE NORTH ANO SOUTH SLABS ARE NOT

ALWAYS THE SAME ELEVATION. WHEN THIS OCCURS

THE NEW CONCRETE WILL BE SLOPED TO

MATCH THE EXISTING CONCRETE.

2,) 299 CRANE WALL TRENCH WALL

IS APPROXIMATLY 600 ft, LONG AND WILL NEED TO BE SLOPED TO A 1(one) TO 10(ten)

SLOPE MATCHING GRADE APPROXIMATELY 40 FEET

FROM THE WEST OVER HEAD DOOR.

1/2" EXPANSION JOINT MATERIAL - SL-1 OR EQUIVALENT

PRODUCT WILL BE USED IN TOPICAL CRACK

NORTH SLAB

REINFORCING BAR NOTES

#L. BAR

6" DOWEL EMBEDMENT I

I'' THICK TRAIN PIT WALL - 8'0EEP I

SOUTH SLAB

NAL

PLANT ENGINEERING DIRECTORATE

TARA-PIP

FLOOR REPAIR FOR BLOG 299

PA NT F R REPAIR

SHEET- 4 OF 8

CONCRETE PAD SHALL BE RELATIVELY LEVEL WITH REGARDS TO

MATCHING EXISTING CONCRETE GRADES OF NORTH AND SOUTH PADS.

NORTH AND SOUTH RETAINING WALLS SHALL BE REMOVED AND

REBAR BORES WILL BE PLACED IN AT 6 INCH INTERVALS TO

RETAIN REGIDITY AND MATCHING GRADE TO AVOID SINKING OF

NEW SLAB.

THE EXISTING CURB ON NORTH AND SOUTH SIDE OF RAMPS WILL

BE REMOVED AND CAN BE USED AS RECYLCLED FILL FOR PIT AREA.

RECYCLE FILL WILL NOT BE ADDED TO MORE THAN 12 INCHES

FROM THE TOP OF FINISH GRADE. THE REMAINING 12 INCHES

WILL BE CONCRETE.

REBAR WILL BE ADDED ACCORDING TO SPECS.

FILL WILL BE COMPACTED BETWEEN EACH LIFT EQUALLING 12

INCHES OR LESS AND LEAVE THE COMPLETE LAYERS WITH NO AIR

VOIDS OR BIODEGRADABLE MATERIAL IMPREGNATED IN THE FILL

MATERIAL.

CONCRETE WILL BE PLACED USING CURRENT AND STANDARD

PRACTICES THAT COINCIDE WITH ALL OSHA AND FEDERAL

GUIDELINES AND SAFETY POLICIES.

RELIEF CUTS AND ALL JOINTS WILL BE SEALED WITH ADHESIVE

FLEXABLE CAUKING TO AVOID CHIPPING, CRACKING OR SPLITTING

OF CONCRETE EDGESACCORDING TO INDUSTRIAL APPLICATION

STANDARDS.

CONTRACTOR WILL ASSUME RESPONSIBILITY OF TRAFFIC CONTROL

AND ACCESS TO WORK SITE. SAFEGUARDS WILL BE EMPLACED TO

PREVENT INJURIES FROM ARSENAL EMPLOYEES DURING NORMAL

BUSINESS HOURS OR WHEN DOD CIVILIANS ARE AREOUND.