Amendment_0003_Revised_Drawings_and_Spec_01_45_00.00_10.pdf

PDF 3 MB Posted Aug 27, 2018

Attached to: Repair Failed Vehicle Washrack Pumps and Controls, located at Joint Base Lewis McChord, Tacoma, WA
Solicitation number: W912DW18B0014
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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REVISED DRAWINGS AND SPECS

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File	Type	Posted
18B0014_AMENDMENT_0004_REVISED_DRAWINGS.pdf	PDF	Sep 7, 2018
W912DW18B0014_Amendment_04.pdf	PDF	Sep 7, 2018
Amendment_0002_Revised_Drawings_and_Spec_01_45_00.00_10.pdf	PDF	Aug 29, 2018
W912DW18B0014_AMENDMENT_0003.pdf	PDF	Aug 29, 2018
W912DW18B0014_AMENDMENT_0002.pdf	PDF	Aug 29, 2018
W912DW18B0014_AMENDMENT_0003.pdf	PDF	Aug 27, 2018
W912DW18B0014_Amd_0001.pdf	PDF	Aug 20, 2018
P2-450529_WASH-00-COMPILATION-RTA_(Edited).pdf	PDF	Aug 9, 2018
P2-450529_WASH-18-REFERENCE_DRAWINGS-100_.pdf	PDF	Aug 9, 2018
FY18_JBLM_Wash_Rack_Repairs_SPECS_-_RTA_SUBMITTAL_-_11_JUN_2018.pdf	PDF	Aug 9, 2018
W912DW18B0014_REPAIR_WASH_RACKS_JBLM_WASHINGTON.pdf	PDF	Aug 9, 2018

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GENERAL NOTES

1. SEE SHEET A-601 AND FOR WALL TYPE SCHEDULES.

2. SEE SHEET A-602 FOR DOOR SCHEDULE.

3. ALL EXTERIOR DIMENSIONS IN MASONRY ARE FROM FACE OF

MASONRY UNIT TO EDGE OF OPENING.

4. ALL INTERIOR DIMENSIONS ARE FROM FACE OF CMU WALL, FACE

OF STUD WALL, UNLESS NOTED OTHERWISE.

5. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS , MECHANICAL,

PLUMBING, FIRE PROTECTION, ELECTRICAL AND

TELECOMMUNICATIONS SPECIFICATIONS FOR EQUIPMENT, SYSTEMS

AND ASSOCIATED WORK.

6. THE PUMP HOUSES AND CONTROL BUILDINGS FOUND ON EAST

DIVISION AREA AND 3RD BRIGADE AREA FT LEWIS ARE IN NEED OF

REPAIR. CRACKED CMU BLOCKS AND MORTAR, BROKEN WINDOWS,

RUSTED OUT DOOR FRAMES, ROOFING, AND THE BATHROOMS WILL

BE REPAINTED AND REPAIRED AS NECESSARY.

7. AT THE LEWIS NORTH AREA LOCATION THERE IS A WOODEN

STRUCTURE HOUSEING THE WASH RACK PUMP. IT IS TO BE

DEMOLISHED. N FORT LEWIS LOCATION TO RECIEVE A NEW PUMP

HOUSE AND CONTROL BUILDING BASED ON DRAWINGS.

8. SEE 1/A-504 FOR TYPICAL INTERIOR ELEVATION DETAILS.

0" 3'

5' - 4" 5' - 0" 3 5/8" 2' - 0 3/8"

5' - 0"

4' - 0"

A-202

A-201

A-301

A-501

PUMP ROOM

MENS BATHROOM

WOMENS ROOM

CONTROL ROOM

2 3

2' - 0" 3' - 4" 7' - 4"

2' - 0 3/8"

2' - 0" 3' - 4" 2' - 0" 3' - 4" 2' - 0" 3' - 8" 6' - 4"

LV2

A-301

W2 W2

0" 3'

4" 3'

8" 2'

SHEET

IDENTIFICATION

D R

A W N

B Y:

I G N

B Y:

E :

C O

N O

N N

S O

B Y:

US ARMY CORPS OF

ENGINEERS ®

" X

N U

T D

1 2 3 4 5

A FY

P 2-

SEATTLE DISTRICT

E, W

N s/

2 1 4-

-0

U N

K R

R S

-M cC

H O

R D

, W

R . P

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6/ 8/

A M

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S9 \D oc um en ts

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6/ 8/

R S

A-101

R P

N O

KEYNOTE LEGEND

KEY

VALUE KEYNOTE TEXT

1 TOILET TISSUE DISPENSER

2 SANITARY NAPKIN DISPOSAL

3 MIRROR, GLASS

4 SOAP DISPENSER

5 PAPER TOWEL DISPENSER/WASTE RECEPTACLE

(RECESSED)

6 TUBE COLUMN, SEE STRUCTURAL (MTL-3)

7 SOLID POLYMER TOILET PARTITION

8 SOLID POLYMER URINAL PARTITION

PLAN NORTH

01 2 42

SCALE: 1/2"=1'-0"

1/2" = 1'-0"A-101

1 LEWIS NORTH AREA CONTROL BUILDING

K D

N D

G3DD9RDP

Text Box

G3DD9RDP

Text Box

G3DD9RDP

Text Box

G3DD9RDP

Text Box Amendment #0003

CS101

0 40' 80'

' x

S A

N D F

T E

' x

S A

N D F

T E

BASIN

EQUALIZATION

POND

DETENTION

HOUSE

PUMP

BUILDING

SPRAY WASH

OIL SEPARATOR BASIN

SEDMENTATION AND

DRAIN

TRENCH

DRAIN

TRENCH

DRAIN

TRENCH

DRAIN

TRENCH

P-501

C-505

NO.9

ISLAND

NO.8

ISLAND

NO.7

ISLAND

NO.6

ISLAND

NO.14

ISLAND

NO.13

ISLAND

NO.5

ISLAND

NO.4

ISLAND

NO.3

ISLAND

NO.2

ISLAND

NO.1

ISLAND

93C-505

P-501

NO.12

ISLAND

NO.11

ISLAND

NO.10

ISLAND

C-505

NO.18

ISLAND

NO.16

ISLAND

NO.15

ISLAND

NO.17

ISLAND

C-505

SEE PLUMBING

FILTER PUMPS,

VAULT

SENSING

TURBIDITY

C-503

C-504

4" DIA PVC (TYP)

EXISTING

4" DIA PVC (TYP)

EXISTING

4TH DIVISION DRIVE

D D

N D

WEST DRIVE

S O

U T

H D

ASPHALT

CONCRETE

RAMP

ANIMAL ESCAPE

S D

W W

F M

F M F M

F M

F M F

F M

F M F

F M

C-505

P-501

C-504

CONSTRUCTIO

N L

ITS

C O

N S

T R

U C

N L

B A

R R

E T

T P

E R

R Y

B A

R R

E T

P-505

TYP. 4 PLCS.

WATERPOINT

CATCH BASIN

WASTE OIL

IE = 301.00

IE = 300.00

IE = 305.80

IE = 306.00

307.00

IE =

P-506

SCALE: 1" = 40'

SEE SHEET ES101

TRANSFORMER

EXISTING

LEGEND

TANK

GROUND

ABOVE

INTERCEPTOR

OIL 8"

C-505

TYP. 3 PLCS.

BUILDING

CONTROL

M-3

S S

T-3

T-5

CONSTRUCTION LIMITS

AMNESTY

WASTE OIL

A-603

AMNESTY

WASTE OIL

CONCRETE ISLAND

14 - DEMOLISH METER.

13 - PROVIDE NEW METER "M-3", VAULT, AND BFP.

12 - ADD LOCKING LID TO VALVE VAULT .

SENSOR/ALARM, FOR DETAIL SEE SHEET C-504.

11 - INSTALL SEDIMENT BUCKET IN TYPE 1 CATCH BASIN. ADD OIL

10 - BUILDING TO BE DEMOLISHED BY OTHERS.

& 6 SIGN PLACEMENT. SEE STRUCTURAL. REMOVE VEGETATION.

KEEPING FOUNDATIONS. REFERENCE SHEET C-505 FOR A-603 DET. 5

SHALL BE REPAINTED AND NUMBERED. REPLACE ALL TOWERS AND

ACCESS. SEE MECHANICAL AND PLUMBING. BULKHEADS TO REMAIN

VALVE BOX WITH 2 'x 2' LOCKING ACCESS COVER FOR WATER VALVE

SEE ELECTRICAL, REPLACE PIPING AND HOSES. PROVIDE

9 - REBUILD CONCRETE ISLANDS: REPLACE LOW LIGHTING WITH LED.

8 - RECONDITION ALL SIGNS ON SITE AS REQUIRED.

SEE PLUMBING P-503.

7 - CLEAN AND UPGRADE OIL/WATER SEPARATOR SYSTEM.

EGRESS.

6 - CLEAN / CLEAR EQUALIZATION BASIN. ADD RAMP FOR ANIMAL

5 - CLEAN / CLEAR DETENTION POND.

REFERENCE DRAWINGS.

FILTERS AND PIPING IN-KIND PER THE AS-BUILT INFORMATION PROVIDED ON THE

GRAVEL, SAND, CONCRETE, AND PIPE, TO AN OFF-SITE LOCATION. RECONSTRUCT SAND

SAND FILTER SITES. HAUL AND DISPOSE OF ALL SAND FILTER REFUSE, INCLUDING TREES,

4 - DEMOLISH EXISTING SAND FILTERS. CLEAR AND GRUB ALL TREES AND VEGETATION FROM

3 - REPLACE ALL CONCRETE ISLANDS. DO NOT DISTURB BULKHEADS OR TOWER FOUNDATIONS.

SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL.

2 - REFURBISH CONTROL BUILDING INCLUDING CONTROL PANEL, UNISEX RESTROOM.

AND ELECTRICAL.

SEE ARCHITECTURAL, MECHANICAL, PLUMBING,

1 - REPAIR AND REFURBISH PUMP HOUSE.

KEYNOTES

REPLACE PAVEMENTS IN-KIND.

24 - SAWCUT AND REMOVE PAVEMENTS AS NECESSARY FOR REPAIRS.

NEW CHAIN LINK FENCE AND GATES IN-KIND.

23 - REMOVE AND DISPOSE ON CHAIN LINK FENCE AND GATE. CONSTRUCT

PROJECT SITE. REFER TO DRAWING P-902 AND REFERENCE DRAWINGS.

22 - REPLACE ALL PIPE VALVES AND VALVE BOXES IN-KIND ON THE

OF THE SAME NOMINAL SIZE, PRESSURE CLASS 350.

REPLACE EXISTING PIPE WITH RESTRAINED JOINT DUCTILE IRON PIPE

IN THE SAME HORIZONTAL AND VERTICAL ALIGNMENT AS EXISTING PIPE.

FLOW PIPE AND FITTINGS ON THE PROJECT SITE. INSTALL NEW PIPE

21 - BEGIN PIPE REPLACEMENT. REMOVE AND REPLACE ALL PRESSURE

20 - CLEAN OUT TURBIDITY SENSING VAULT

WITH CONCRETE PAD AND SIGN.

19 - ADD 500 GAL ABOVE GROUND TANK

18 - ADD OIL INTERCEPTOR.

WITH SIGN AND SPILLAGE BERM.

17 - ADD WASTE OIL CATCH BASIN

SEE DETAIL , PLATE P-503.

16 - ADD WASTE OIL AMNESTY WITH CONCRETE PAD AND SIGN.

15 - ADD WATERPOINT.

KEYNOTES (CONT.)

EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560

SITE PLAN 1 - SOUTHEAST

W A

S H R

A C

K F

A C

S B

L D

E A

S T D

N A

R E

A S

O U

T H

E A

S T

E P

L A

PERCENT PASSING

PERCENTAGES BY WEIGHT: CLASS 1

REQUIREMENTS EXPRESSED AS

TO CONFORM TO THE FOLLOWING

3. FINE AGGREGATE SHALL BE GRADED

FOR AS-BUILT INFORMATION.

2. REFER TO REFERENCE DRAWINGS

FURNISHED MATERIALS.

CONTRACTOR AS GOVERNMENT

NOT BE PROVIDED TO THE

THEREFORE, A SURVEY WILL

SCOPE OF THIS PROJECT.

LAND SURVEY IS OUTSIDE THE

PRESENTATION. A PROFESSIONAL

DRAWINGS AND IS SCHEMATIC IN

DEVELOPED FROM AS-BUILT

1. THE SITE PLAN SHOWN WAS

NOTE:

P-501

P-501P-501

P-501

C-504

S O

A T

N N

E N

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N B

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D E

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D E

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2 3

4 5

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D B

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M A

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D E

S C

C O

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C T N

D A

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A P

P R

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US Army Corps

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DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CS101 - SITE PLAN 1 - EAST DIVISION AREA WASH RACK FACILITIES BLDG 3560.dgn s /2

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SHEET

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G3DD9RDP

Text Box DEMO AND REPLACE EXISTING SITE SIGNS. MATCH SIZE, COLOR AND TEXT OF ORIGINAL SIGNS

G3DD9RDP

#0003

S O

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N N

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A M

D W

N B

C K

D B

D E

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2 3

4 5

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D E

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C O

N T

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US Army Corps

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DESIGN FILE: I:\AECDesigns\FY16_P2-450529_WASH\02 Design\BIM_CAD\Civil\Sheet files\FY16_450529_WASH_CS201 - SITE PLAN 1 - 3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925 - BID OPTION 1.dgn s /2

-6

-0

IDENTIFICATION

SHEET

F Y P

-4

A S

W A

S H

R A

C K R

E P

J O

T B

A S

E L

E W

-M c C

H O

R D

W A

S H

G T

O N

R O

B E

R T D P

A U

L S

O N

U N

R R

E T

CS201

S K

D E

0 40' 80'

2nd DIVISION RANGE RD

91st DIVISION RD

117' x 121'

SAND FILTER

108' x 110'

SAND FILTER

DETENTION POND

HOUSE

PUMP

BASIN

EQUALIZATION

BUILDING

CONTROL

DRAIN

TRENCH

DRAIN

TRENCH

DRAIN

TRENCH

DRAIN

TRENCH

P-501

P-501 7

P-501

C-505

NO.6

ISLAND

NO.5

ISLAND

NO.4

ISLAND

NO.3

ISLAND

NO.2

ISLAND

NO.1

ISLAND

NO.15

ISLAND

NO.14

ISLAND

NO.13

ISLAND

NO.12

ISLAND

NO.11

ISLAND

NO.10

ISLAND

NO.9

ISLAND

NO.8

ISLAND

NO.22

ISLAND

NO.21

ISLAND

NO.20

ISLAND

NO.19

ISLAND

NO.18

ISLAND

NO.17

ISLAND

NO.16

ISLAND

C-503

BASIN

AND OIL SEPARATOR

SEDIMENTATION

BASIN

AND OIL SEPARATOR

SEDIMENTATION

C-503

4" DIA PVC (TYP)

EXISTING

P-501

C-505

RAMP

ANIMAL ESCAPE

P-501

F M

W W

F M

S D

P E

R R

S D

KEYNOTES:

4 - CLEAN / CLEAR EQUALIZATION BASIN. PERFORM NECESSARY REPAIRS

SEE MECHANICAL.

7 - REBUILD CONCRETE ISLANDS: REPLACE LOW LIGHTING WITH LED. PROVIDE

NEW LED OVERHEAD LIGHTS. SEE ELECTRICAL. REPLACE PIPING AND HOSES.

PROVIDE VALVE BOX WITH 2' x 2' LOCKING ACCESS COVER FOR WATER VALVE

BE REPAINTED AND NUMBERED. REMOVE VEGETATION.

SEE PLUMBING AND ELECTRICAL.

10 - ADD LOCKING LID TO VALVE VAULT

11 - REFURBISH FILTER PUMPS. SEE PLUMBING AND SPECIFICATIONS.

WATERPOINT

P-505

C-505

TYP. 4 PLCS.

CATCH BASIN

WASTE OIL

IE =101.50

IE =101.30

IE = 101.00

IE = 100.50

IE = 102.20

P-506

SCALE: 1" = 40'

SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL.

1 - REPAIR AND REFURBISH PUMP HOUSE. INSTALL NEW METER "M-3".

LEGEND

2 - REFURBISH CONTROL BUILDING INCLUDING CONTROL PANEL.

SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL.

INTERCEPTOR

OIL

M-2

BFP-3

M-3

NO.7

ISLAND

T-3 T-3

T-6

M-38

P-501

CONNECT TO EXISTING

"BFP-3" IN NEW VAULT AT EXISTING METER LOCATIONS. ROUTE CONDUIT TELEMETRY.

8 - DEMO EXISTING WATER METER AND REPLACE WITH NEW METERS AND NEW BFPS

CONSTRUCTION LIMITS

C O

N S

T R

U C

N L

C O

N S

T R

U C

N L

FOR DETAIL SEE SHEET C-504.

9 - INSTALL SEDIMENT BUCKET IN TYPE 1 CATCH BASIN. ADD OIL SENSOR/ALARM,

AMNESTY

WASTE OIL

AMNESTY

OIL

WASTE

6 - RECONDITION ALL SIGNS ON SITE AS REQUIRED.

A-603

TANK

GROUND

ABOVE

SEE MECHANICAL AND PLUMBING. BULKHEADS TO REMAIN AND SHALL

ACCESS. REFERENCE C-505 FOR A-603 DET. 5 & 6 SIGN PLACEMENT

SHALL REMAIN.

2. ALL BULKHEADS ON ISLANDS

FURNISHED MATERIALS.

CONTRACTOR AS GOVERNMENT

NOT BE PROVIDED TO THE

THEREFORE, A SURVEY WILL

SCOPE OF THIS PROJECT.

LAND SURVEY IS OUTSIDE THE

PRESENTATION. A PROFESSIONAL

DRAWINGS AND IS SCHEMATIC IN

DEVELOPED FROM AS-BUILT

1. THE SITE PLAN SHOWN WAS

NOTE:

CONCRETE ISLAND

REFERENCE DRAWINGS.

REPAIRS IN-KIND PER THE AS-BUILT INFORMATION PROVIDED IN THE

3 - CLEAN / CLEAR DETENTION POND OF VEGETATION AND DEBRIS. PERFORM

THE REFERENCE DRAWINGS.

PERFORM REPAIRS IN-KIND PER THE AS-BUILT INFORMATION PROVIDED IN

TO ENSURE SATISFACTORY PERFORMANCE. ADD RAMP FOR ANIMAL EGRESS.

SAND AS NECESSARY. REFER TO REFERENCE DRAWINGS.

REMOVE AND REPLACE ABOVE GROUND PIPE AND FITTING IN KIND. REPLACE

18 - CLEAN SAND FILTERS: CLEAR ALL VEGETATION AND DEBRIS FROM FILTERS.

REFER TO DRAWING P-902 AND REFERENCE DRAWINGS.

DUCTILE IRON PIPE OF THE SAME NOMINAL SIZE, PRESSURE CLASS 350.

ALIGNMENT AS THE EXISTING PIPE. REPLACE PIPE WITH RESTRAINED-JOINT

EACH ISLAND. INSTALL NEW PIPE IN THE SAME HORIZONTAL AND VERTICAL

PIPE, FITTINGS, VALVES, AND VALVE BOXES FROM THE PUMPHOUSE TO

17 - BEGIN WATER PIPE REPLACEMENT. REMOVE AND REPLACE ALL WATER

16 - ADD 500 GAL ABOVE GROUND TANK WITH CONCRETE PAD AND SIGN

15 - ADD OIL INTERCEPTOR.

14 - ADD WASTE OIL CATCH BASIN WITH SIGNAGE AND SPILL BERM.

13 - ADD WASTE OIL AMNESTY WITH CONCRETE PAD AND SIGN.

12 - ADD WATERPOINT.

KEYNOTES (CONT.)

3RD BRIGADE AREA WASH RACK FACILITIES BLDG 3925

SITE PLAN 1 - SOUTHWEST

P T

W A

S H R

A C

K F

A C

S B

L D

D B

A D

E A

R E

A S

O U

T H

W E

S T

E P

L A

F M

5 - CLEAN AND UPGRADE OIL/WATER SEPARATOR SYSTEM.

G3DD9RDP

Text Box DEMO AND REPLACE EXISTING SITE SIGNS. MATCH SIZE, COLOR AND TEXT OF ORIGINAL SIGNS

G3DD9RDP

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IDENTIFICATION

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P-502

WASH TOWER ASSEMBLY DETAIL

NTS

TRENCH WASH PIPING DETAIL

NTS

WAND DETAIL

NTS

TRENCH NOZZLE DETAIL

A N

G E

L O

B R

A N

D T

B R

A N

L U

M B

G D

E T

S I I

AUTO DRAIN VALVE

30LB LIFT CAPACITY & 24' MIN OF CABLE

BOX, MOUNTING BRACKET, AND CLAMPS

HOSE RETRACTOR WITH WEATHERPROOF

PROVIDE NEW SPRING BALANCE

PER VALVE

HANDLE FOR FLOW CONTROL; PROVIDE 1 EXTRA HANDLE

PROVIDE 1-1/2" BUTTERFLY VALVE WITH REMOVABLE

PROVIDE QTY OF 2 1-1/2" RISERS ON DUAL BOOM TOWERS

BRONZE SHUTOFF

NTS

SSL BODY ELKHART OR EQUAL

HOLDER WITH DRAIN BRASS OR

SHOE HANDLE BUNA SEALS &

WITH LONG BASE, HORSE-

SPRAY WAND & NOZZLE

SEE P-902

NOTE: FOR SIZE

FOR TOWER SCHEDULE SEE P-603

LIMIT SWING TO 200 DEGREES

WELD TO POLE; PROVIDE STOPS TO

SINGLE TOWER (PROVIDE ONE EA)

DUAL TOWER (PROVIDE TWO EA)

QTY AS FOLLOWS:

AND SUPPORT BRACKETS FOR 14' SPAN

PROVIDE 1/2 TON CRANE BEAM

& RE-USE SEE P-901 & P-902

SE & SW-- FLUSH, INSPECT

RETAIN EXST NOZZLES AT

AT NORTH FORT (SEE P-901)

PROVIDE QTY = 4 PER TRENCH

DIRECT TO FACILITATE FLOW

PIPING AND NOZZLES

TRENCH SPRAY

GRADE

(SEE CIVIL)

CONCRETE

EXST PRECAST

SAND FILTER VALVE BOX DETAIL

EXST GRAVEL

SEE P-505

UP TO FLEX CONN

HEAT TRACE ALL EXPOSED PIPING

CATRIDGE VALVE

AUTO DRAIN

TO HOSE WITH SWIVEL

PROVIDE MATING HARDWARE

1" CONN

TO HOSE

HARDWARE

PROVIDE MATING

1x1x1/2" TEE

HOSE

PROVIDE ONE AT EACH

10-75 GPM AT 100 PSI.

NOZZLE; FLOW RATING

WORK SCHEDULE, P-603

HOSE, SEE WASH TOWER

NTS

COVER

TO 6" BELOW TOP OF

EXTEND ACTUATOR

P-502

SECTION "A-A"

DETAIL 1

METHOD MAY BE SUBMITTED FOR APPROVAL.

BIDDING PURPOSES ONLY; AN ALTERNATE BRACKET MOUNTING

SEE REF DRAWING 86. MOUNTING METHOD SHOWN IS FOR

NOTE: BACKGROUNDS SHOWN ARE FOR INFORMATION ONLY;

CRANE BEAM

MATCH COMM'L

HOLE DIMS TO

PLATE, SIZE AND

3/4" MOUNTING

6 x 12.5 I BEAM

BEAM, APPROX

COMMERCIAL CRANE

1/2 TON I BEAM OR

& BRONZE BUSHING

W/ROLLER BEARING

PILLOW BLOCK

DRAIN HOLE

POLE, SEE DETAIL 1

TAPERED SIGNAL

BOTTOM & SIDES

5/16 PLATE TOP

DRAIN HOLE

MOUNTING PLATE

ASTM A325

CAP SCREW

5/8" GALV

BUSHING

BRONZE

1/4" FILLET WELD ALL AROUND

5/16" PLATE

3/4" PLATE

ALL AROUND

1/4" FILLET WELD

SIGNAL POLE

SEE DETAIL 4

HANGER TO POLE

PROVIDE PIVOT; WELD

PER HOSE; SEE DETAIL 2

PROVIDE ONE NOZZLE WAND

PROVIDE BRACKET FOR WAND;

SIMILAR TO DETAIL 6 THIS SHEET

BOX SEE CIVIL FOR QTY & LOCATION;

LINE SIZE B/F VALVE IN NEW VALVE

1 1/2"

NOTE: FOR QUANTITIES SEE P-603.

NOTE 2

ISLAND SEE

SEE NOTE 3; P-603 & P-902

HOSE AS REQUIRED (E.G. 12' + 15' = 27').

SHORTER LENGTHS OF PREMANUFACTURED

(ASSEMBLE FROM NO MORE THAN TWO

INTERIOR: 0.75" DIA X 27' MIN LENGTH

EXTERIOR: 1" DIA X 27' MIN LENGTH

SIZES AS FOLLOWS:

PROVIDE NEW BUTYL HOSE WITH STAINLESS BRAID

1/2" THERMOMEGATECH

CARTRIDGE VALVE

FREEZE PROTECTION

AUTOMATIC DRAIN

(TYP)

SWIVEL LINE SIZE

STAINLESS STEEL

SEE NOTE 1 (TYP)

AUTOMATIC DRAIN CARTRIDGE VALVE

(TYP)

FOR FLEXIBLE CONNECTION

W/STAINLESS BRAID

PROVIDE 2' MIN BUTYL HOSE

BRACKET DETAIL (TYP)

SEE NOTE 1 (TYP)

AUTOMATIC DRAIN CARTRIDGE VALVE

CONCRETE VALVE BOX (TYP; SEE CIVIL)

FOR ISOLATION; LOCATE WITHIN NEW

PROVIDE LINE SIZE BUTTERFLY VALVE

SHEETS

LIGHTING SEE ELECTRICAL

SCHEDULE ON P-603)

(FOR QTY SEE

MINIMUM 25' HIGH

10" X 6.5" X 3 GA

TRAFFIC SIGNAL POLE

PROVIDE TAPERED STEEL

ON SHEET P-503

SEE DETAIL 5

TRENCH (TYP)

TO FIT EXISTING

NEW GRATE SIZED

TO/FROM OTHER TOWERS

SEE NOTE 1 (TYP)

AUTOMATIC DRAIN CARTRIDGE VALVE

(SEE P-901 & P-902)

FLUSH NOZZLES

CONT'D TO TRENCH

NEW CURB SEE CIVIL

FOR ACCESS

PROVIDE HAND HOLE IN NEW TOWER

(SEE P-901 & P-902)

DRAIN FLUSH

CONT'D TO TRENCH

(SE & SW SITES)

CTR DESIGNED

ON EXST VAULT

LOCKING COVER

PROVIDE NEW

CIVIL SITE PLANS

B/F VALVE; SEE

FULL PORT GATE OR

VALVE W/NEW

FILTER CHARGING

REPLACE EXST

(EQUIPMENT RESIDING AT NF & SW ARE OPTIONAL BID ITEMS)

CS201 (SW)

CS101 (SE)

SEE ALSO CIVIL SITE PLANS

P-902 (SE & SW)

P-901 (NF)

FROM SOURCE: REFER TO

WASH SUPPLY PIPING CONT'D

SEE CIVIL DETAILS C-505

IN NEW VALVE BOX

LINE SIZE B/F VALVE

CS201 (SW)

CS101 (SE)

PLANS

PUMPS SEE CIVIL SITE

CONT'D FROM FILTER

EXST FILTER SPLY P IPE

CHARGING PIPING)

BOX & NEW FILTER

C-504 FOR VALVE

(SEE CIVIL SHEET

PIPE CONT'D

FILTER SUPPLY

8" PVC SAND

TO REMAIN; UTILIZE EXST CONCRETE

EXST LIGHT POLE CONCRETE BASE

ENGINEER (SEE ALSO REF DRAWING 86)

FACE. FIELD VERIFY; CONFIRM W/STRUCTURAL

ALLOW MINIMUM 6" CLEAR FROM EXST CONC

THREAD. PROVIDE GALV HARDWARE TO SUIT.

1 3/4" DIA X 60" LONG W/ 7" MIN EXPOSED

TYPE ANCHORS OR APPROVED EQUAL; SIZE

DRILL EXST CONC FOR NEW EPOXY WEDGE

NEW WASH TOWER POLE

STRUCTURAL ENGINEER AND GOV'T APPROVAL.

5. EXISTING EMBEDDED ANCHORS MAY BE RE-USED, UPON APPROVAL OF A LICENSED

4. FOR SITE SCHEMATICS SEE P-902.

3. HOSE DIMENSIONS ARE I.D.

PLANS FOR CONCRETE WORK SPECIFIC TO EACH ISLAND.

2. PROVIDE TOWERS IN ACCORDANCE WITH THE SCHEDULE; SEE P-603. SEE ALSO CIVIL

1/2" SIZE, THERMOMEGATECH OR EQUAL

1. PROVIDE AUTO DRAIN VALVES FOR FREEZE PROTECTION WHERE INDICATED;

NOTES

CONCRETE FACE

MIN 6" CLEARANCE TO EXST

TO ORG'L BASE. ALLOW

DEGREES RELATIVE

DWG 86); ROTATE 45

BOLT CIRCLE (SEE REF

NEW TAPERED POLE

POLE BASE TO MATCH

PROVIDE NEW GALV

IN PLACE (SEE NOTE 5)

ANCHORS; ABANDON

SAW CUT ORG'L

BASE WITH NEW

REPLACE EXST POLESEE REF DWG 86

FOUNDATION

CONCRETE

FACE OF EXISTING

POLE BASE DETAIL

SAND FILTER VALVE BOX DETAIL

2' 1' 0 2'

''= 1'-0"2

1SCALE:

SCALE: 3/4" = 1'-0"SCALE: 1/2" = 1'-0"

2' 1' 0 2'

''= 1'-0"4

3SCALE:

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HEATING CABLE

FLEX-TUBING

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TAPE

WEATHERPROOFING (TYPCIAL)

HEATING CABLE

PIPE

INSULATION

GROOVED RIGID

COMPRESSIBLE OR

HEATING CABLE

PIPE

INSULATION

GROOVED RIGID

COMPRESSIBLE OR

PIPE

HEATING CABLE HEATING CABLE

IN THIS AREA

DO NOT TAPE CABLE,

FIBERGLASS TAPE (TYPICAL)

FIBERGLASS TAPE

NOT TO SCALE

FLEX TUBE HEAT TRACE DETAIL

NOT TO SCALE

2 NOT TO SCALE

NOT TO SCALE

HEAT TRACE PLACEMENT DETAIL

ELBOW HEAT TRACE DETAIL FLANGE HEAT TRACE DETAIL

WATER POINT

NOT TO SCALE

PAINT IAW SPEC

6" FLANGED DUCTILE IRON PIPING

WITH SHUTOFF VALVE

HOSE BIBB CONN

CARTRIDGE VALVE 1/2"

AUTOMATIC DRAIN

DRAWINGS

SEE STRUCTURAL

FOUNDATION

DRAWINGS

SEE STRUCTURAL

PIPE SUPPORT

HT-5

BE ACCESSIBLE WITHOUT REMOVAL

ALL PARTS LEAD FREE. CHECK SHALL

STRAINER, OS&Y VALVES WITH LOCKS;

ASSEMBLY; PROVIDE EPOXY COATED WYE

4" FLANGED DOUBLE CHECK VALVE

PROVIDE DEDICATED METER AT SOUTHWEST SITE (SEE CS-201)3.

POINTS; SEE SCHEDULE.

PROVIDE HEAT TRACE CABLE ON ALL EXPOSED PIPING AT ALL WATER 2.

PROVIDE 3 WATER POINTS WHERE INDICATED ON CIVIL SITE PLANS.1.

NOTES:

M-3

ALUMINUM TAPE.

CABLE WITH A SECOND LAYER OF

SERPENTINED. COVER HEAT TRACE

WHERE HEAT TRACE CABLE IS

TO COVER PIPE COMPLETELY IN AREAS

1. APPLY ALUMINUM TAPE (NOT SHOWN)

CS201 (SW)

CS101 (SE)

SITE PLANS:

CONT'D ON CIVIL

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JBLM Wash Rack Repairs 16025 Joint Base Lewis0McChord, WA

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00.00 10

QUALITY CONTROL

02/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 QUALITY CONTROL PLAN

3.2.1 Content of the CQC Plan

3.2.2 Acceptance of Plan

3.2.3 Notification of Changes

3.3 COORDINATION MEETING

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

3.4.2 CQC System Manager

3.4.3 CQC Personnel

3.4.4 Additional Requirement

3.4.5 Organizational Changes

3.5 SUBMITTALS AND DELIVERABLES

3.6 CONTROL

3.6.1 Preparatory Phase

3.6.2 Initial Phase

3.6.3 Follow-up Phase

3.6.4 Additional Preparatory and Initial Phases

3.7 TESTS

3.7.1 Testing Procedure

3.7.2 Advanced Notice Of Contractor Performed Acceptance Testing

3.7.3 Testing Laboratories

3.7.3.1 Capability Check

3.7.3.2 Capability Recheck

3.7.4 Onsite Laboratory

3.8 COMPLETION INSPECTION

3.8.1 Punch-Out Inspection

3.8.2 Pre-Final Inspection

3.8.3 Final Acceptance Inspection

3.9 DOCUMENTATION

3.10 Progress Photographs

3.11 SAMPLE FORMS

3.12 NOTIFICATION OF NONCOMPLIANCE

ATTACHMENTS:

SECTION 01 45 00.00 10 Page 1

Sample forms

-- End of Section Table of Contents --

SECTION 01 45 00.00 10 Page 2

SECTION 01 45 00.00 10

QUALITY CONTROL

02/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D3740 (2012a) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM E329 (2014a) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2012) International Building Code

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Progress Photographs

1.3 PAYMENT

Separate payment will not be made for providing and maintaining an effective Quality Control program, and all associated costs will be included in the applicable Bid Schedule unit or lump-sum prices.

PART 2 PRODUCTS

Include procedures in the Contractor QC program to ensure compliance with Federal and JBLM hazardous material and green procurement requirements.

SECTION 01 45 00.00 10 Page 3

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Establish and maintain an effective quality control (QC) system in compliance with the Contract Clause titled "Inspection of Construction."

QC consist of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. Cover all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The project superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Officer for non-compliance with the quality requirements specified in the contract. In this context the highest level manager responsible for the overall construction activities at the site, including quality and production is the project superintendent. The project superintendent must maintain a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

3.2 QUALITY CONTROL PLAN

Submit no later than 15 days after receipt of notice to proceed, the Contractor Quality Control (CQC) Plan proposed to implement the requirements of the Contract Clause titled "Inspection of Construction."

The Government will consider an interim plan for the first 30 days of operation. Construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional work.

3.2.1 Content of the CQC Plan

Include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff will implement the three phase control system for all aspects of the work specified. Include a CQC System Manager who reports to the project superintendent.

b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function. This includes the Contractor's/Subcontractor's Environmental Officer(s).

c. A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the CQC System Manager. Copies of these letters must be furnished to the Government.

d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents. These procedures must be in

SECTION 01 45 00.00 10 Page 4 accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

e. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities approved by the Contracting Officer must be used.)

f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

g. Procedures for tracking construction deficiencies from identification through acceptable corrective action. Establish verification procedures that identified deficiencies have been corrected. This includes procedures for ensuring compliance with Federal and JBLM environmental requirements, including hazardous materials, green procurement, and Environmental Management System.

h. Reporting procedures, including proposed reporting formats.

i. A list of the definable features of work. A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there are frequently more than one definable features under a particular section. This list will be agreed upon during the coordination meeting.

j. Any special inspection requirements as required in accordance with

ICC IBC

3.2.2 Acceptance of Plan

Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in his CQC Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

3.2.3 Notification of Changes

After acceptance of the CQC Plan, notify the Contracting Officer in writing of any proposed change. Proposed changes are subject to acceptance by the Contracting Officer.

3.3 COORDINATION MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer or Authorized Representative and discuss the Contractor's quality control system. Submit the CQC Plan a minimum of 15 calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the

SECTION 01 45 00.00 10 Page 5

Government's Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures which may require corrective action by the Contractor.

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

The requirements for the CQC organization are a CQC System Manager and sufficient number of additional qualified personnel to ensure safety and contract compliance. The Safety and Health Manager must receive direction and authority from the CQC System Manager and serve as a member of the CQC staff. Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor's CQC staff must maintain a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure contract compliance. The CQC staff will be subject to acceptance by the Contracting Officer. Provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Promptly complete and furnish all letters, material submittals, shop drawing submittals, schedules and all other project documentation to the CQC organization. The CQC organization shall be responsible to maintain these documents and records in fabrication shops and at the site at all times, except as otherwise acceptable to the Contracting Officer.

3.4.2 CQC System Manager

Identify as CQC System Manager an individual within the onsite work organization who is responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The CQC System Manager must be either a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of 5 years construction experience on construction similar to this contract. This CQC System Manager must be on the site at all times during construction and be employed by the prime Contractor. The CQC System Manager must be assigned no other duties. Identify in the plan an alternate to serve in the event of the CQC System Manager's absence. The requirements for the alternate are the same as the CQC System Manager.

3.4.3 CQC Personnel

In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the areas listed in the table below. These individuals may be employees of the prime or subcontractor; be responsible to the CQC System Manager; be physically present at the construction site during work on their areas of responsibility; have the necessary education and/or experience in accordance with the experience matrix listed herein. These individuals may perform other duties but must be allowed sufficient time to perform their assigned quality control duties as described in the Quality Control Plan. A single person may cover more than one area provided that they are qualified to perform QC activities in each designated and that workload allows.

SECTION 01 45 00.00 10 Page 6

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Area Qualifications

Civil Graduate Civil Engineer or Construction Manager with 2 years experience in the type of work being performed on this project or technician with 5 yrs related experience

Mechanical Graduate Mechanical Engineer with 2 yrs experience or person 5 years of experience supervising mechanical features of work in the field with a construction company

Electrical Graduate Electrical Engineer with 2 yrs related experience or person 5 years of experience supervising electrical features of work in the field with a construction company

Environmental Graduate Environmental Engineer with 3 yrs experience

Submittals Submittal Clerk with 1 yr experience

Concrete, Pavements and Soils

Materials Technician with 2 yrs experience for the appropriate area

Testing, Adjusting and Balancing (TAB) Personnel

Specialist must be a member of AABC or an experienced technician of the firm certified by the NEBB

3.4.4 Additional Requirement

In addition to the above experience and education requirements, the Contractor Quality Control(CQC) System Manager and Alternate CQC System Managerare required to have completed the Construction Quality Management (CQM) for Contractors course. If the CQC System Manager does not have a current certification, obtain the CQM for Contractors course certification within 90 days of award. This course is periodically offered by the Naval Facilities Engineering Command and the Army Corps of Engineers. Contact the Contracting Officer for information on the next scheduled class.

The Construction Quality Management Training certificate expires after 5 years. If the CQC System Manager's certificate has expired, retake the course to remain current.

3.4.5 Organizational Changes

Maintain the CQC staff at full strength at all times. When it is necessary

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to make changes to the CQC staff, revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance.

3.5 SUBMITTALS AND DELIVERABLES

Submittals, if needed, must comply with the requirements in Section 01 33 00 SUBMITTAL PROCEDURES. The CQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements. When Section 23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS are included in the contract, the submittals required by those sections must be coordinated with Section 01 33 00 SUBMITTAL PROCEDURES to ensure adequate time is allowed for each type of submittal required.

3.6 CONTROL

Contractor Quality Control is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control must be conducted by the CQC System Manager for each definable feature of the construction work as follows:

3.6.1 Preparatory Phase

This phase is performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase includes:

a. A review of each paragraph of applicable specifications, reference codes, and standards. Make available during the preparatory inspection a copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field. Maintain and make available in the field for use by Government personnel until final acceptance of the work.

b. Review of the contract drawings.

c. Check to assure that all materials and/or equipment have been tested, submitted, and approved. This includes assurance that materials meet Federal and JBLM hazardous material and green procurement requirements.

d. Review of provisions that have been made to provide required control inspection and testing.

e. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the contract.

f. Examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved shop drawings or submitted data, and are properly stored.

g. Review of the appropriate activity hazard analysis to assure safety requirements are met.

h. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.

i. Check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.

SECTION 01 45 00.00 10 Page 8

j. Discussion of the initial control phase.

k. The Government must be notified at least 24 hours in advance of beginning the preparatory control phase. Include a meeting conducted by the CQC System Manager and attended by the superintendent, other CQC personnel (as applicable), and the foreman responsible for the definable feature. Document the results of the preparatory phase actions by separate minutes prepared by the CQC System Manager and attach to the daily CQC report. Instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.

3.6.2 Initial Phase

This phase is accomplished at the beginning of a definable feature of work. Accomplish the following:

a. Check work to ensure that it is in full compliance with contract requirements. Review minutes of the preparatory meeting.

b. Verify adequacy of controls to ensure full contract compliance. Verify required control inspection and testing.

c. Establish level of workmanship and verify that it meets minimum acceptable workmanship standards. Compare with required sample panels as appropriate.

d. Resolve all differences.

e. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.

f. The Government must be notified at least 48 hours in advance of beginning the initial phase. Prepare separate minutes of this phase by the CQC System Manager and attach to the daily CQC report. Indicate the exact location of initial phase for future reference and comparison with follow-up phases.

g. The initial phase should be repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.

3.6.3 Follow-up Phase

Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements, until completion of the particular feature of work. Record the checks in the CQC documentation. Conduct final follow-up checks and correct all deficiencies prior to the start of additional features of work which may be affected by the deficient work. Do not build upon nor conceal non-conforming work.

3.6.4 Additional Preparatory and Initial Phases

Conduct additional preparatory and initial phases on the same definable features of work if: the quality of on-going work is unacceptable; if there are changes in the applicable CQC staff, onsite production supervision or work crew; if work on a definable feature is resumed after a

SECTION 01 45 00.00 10 Page 9 substantial period of inactivity; or if other problems develop.

3.7 TESTS

3.7.1 Testing Procedure

Perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements.

Upon request, furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and/or acceptance tests when specified. Procure the services of a Corps of Engineers approved testing laboratory or establish an approved testing laboratory at the project site. Perform the following activities and record and provide the following data:

a. Verify that testing procedures comply with contract requirements.

b. Verify that facilities and testing equipment are available and comply with testing standards.

c. Check test instrument calibration data against certified standards.

d. Verify that recording forms and test identification control number system, including all of the test documentation requirements, have been prepared.

e. Record results of all tests taken, both passing and failing on the CQC report for the date taken. Specification paragraph reference, location where tests were taken, and the sequential control number identifying the test. If approved by the Contracting Officer, actual test reports may be submitted later with a reference to the test number and date taken. Provide an information copy of tests performed by an offsite or commercial test facility directly to the Contracting Officer. Failure to submit timely test reports as stated may result in nonpayment for related work performed and disapproval of the test facility for this contract.

3.7.2 Advanced Notice Of Contractor Performed Acceptance Testing

Notify the Contracting Officer a minimum of 20 days prior to performing any testing requiring acceptance by the Government for the following systems when applicable: (1) EMCS, (2) Fire Detection/Protection, (3) Intrusion Detection System, (4) Uninterruptible Power Supply, (5) HVAC, (6) AFFF, and

(7) Hydrant Refuel, (8) interior and exterior lighting and day lighting controls, and (9) domestic hot water systems. Advance notification is not required for testing performed as part of fabrication or installation.

3.7.3 Testing Laboratories

The listing of validated testing laboratories is available at http://gsl.erdc.usace.army.mil/SL/MTC/.

3.7.3.1 Capability Check

The Government reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques. Laboratories utilized for testing soils, concrete, asphalt, and steel must meet criteria detailed in ASTM D3740 and

SECTION 01 45 00.00 10 Page 10

ASTM E329.

3.7.3.2 Capability Recheck

If the selected laboratory fails the capability check, the Contractor will be assessed a charge of $1,375 to reimburse the Government for each succeeding recheck of the laboratory or the checking of a subsequently selected laboratory. Such costs will be deducted from the contract amount due the Contractor.

3.7.4 Onsite Laboratory

The Government reserves the right to utilize the Contractor's control testing laboratory and equipment to make assurance tests, and to check the Contractor's testing procedures, techniques, and test results at no additional cost to the Government.

3.8 COMPLETION INSPECTION

3.8.1 Punch-Out Inspection

Conduct an inspection of the work by the CQC Manager near the end of the work, or any increment of the work established by a time stated in the SPECIAL CONTRACT REQUIREMENTS Clause, "Commencement, Prosecution, and Completion of Work", or by the specifications. Prepare and include in the CQC documentation a punch list of items which do not conform to the approved drawings and specifications, as required by paragraph DOCUMENTATION. Include within the list of deficiencies the estimated date by which the deficiencies will be corrected. Make a second inspection the CQC System Manager or staff to ascertain that all deficiencies have been corrected. Once this is accomplished, notify the Government that the facility is ready for the Government Pre-Final inspection.

3.8.2 Pre-Final Inspection

The Government will perform the pre-final inspection to verify that the facility is complete and ready to be occupied. A Government Pre-Final Punch List may be developed as a result of this inspection. Ensure that all items on this list have been corrected before notifying the Government, so that a Final inspection with the customer can be scheduled. Correct any items noted on the Pre-Final inspection in a timely manner. These inspections and any deficiency corrections required by this paragraph must be accomplished within the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate completion dates.

3.8.3 Final Acceptance Inspection

The Contractor's Quality Control Inspection personnel, plus the superintendent or other primary management person, and the Contracting Officer's Representative must be in attendance at the final acceptance inspection. Additional Government personnel including, but not limited to, those from Base/Post Civil Facility Engineer user groups, and major commands may also be in attendance. The final acceptance inspection will be formally scheduled by the Contracting Officer based upon results of the Pre-Final inspection. Notify the Contracting Officer at least 14 days prior to the final acceptance inspection and include the Contractor's assurance that all specific items previously identified to the Contractor as being unacceptable, along with all remaining work performed under the

SECTION 01 45 00.00 10 Page 11 contract, will be complete and acceptable by the date scheduled for the final acceptance inspection. Failure of the Contractor to have all contract work acceptably complete for this inspection will be cause for the Contracting Officer to bill the Contractor for the Government's additional inspection cost in accordance with the contract clause titled "Inspection of Construction".

3.9 DOCUMENTATION

Maintain current records providing factual evidence that required quality control activities and/or tests have been performed. Include in these records the work of subcontractors and suppliers on an acceptable form that includes, as a minimum, the following information:

a. Contractor/subcontractor and their area of responsibility.

b. Operating plant/equipment with hours worked, idle, or down for repair.

c. Work performed each day, giving location, description, and by whom.

When Network Analysis (NAS) is used, identify each phase of work performed each day by NAS activity number.

d. Test and/or control activities performed with results and references to specifications/drawings requirements. Identify the control phase (Preparatory, Initial, Follow-up). List of deficiencies noted, along with corrective action.

e. Quantity of materials received at the site with statement as to acceptability, storage, and reference to specifications/drawings requirements.

f. Submittals and deliverables reviewed, with contract reference, by whom, and action taken.

g. Offsite surveillance activities, including actions taken.

h. Job safety evaluations stating what was checked, results, and instructions or corrective actions.

i. Instructions given/received and conflicts in plans and/or specifications.

j. Contractor's verification statement.

Indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; and any delays encountered. Cover both conforming and deficient features and include a statement that equipment and materials incorporated in the work and workmanship comply with the contract. Furnish the original and one copy of these records in report form to the Government daily within 24 hours after the date covered by the report, except that reports need not be submitted for days on which no work is performed. As a minimum, prepare and submit one report for every 7 days of no work and on the last day of a no work period. All calendar days must be accounted for throughout the life of the contract. The first report following a day of no work will be for that day only. Reports must be signed and dated by the CQC System Manager. Include copies of test reports and copies of reports prepared by all subordinate quality control personnel within the CQC System Manager Report.

SECTION 01 45 00.00 10 Page 12

3.10 Progress Photographs

Furnish digital photographs depicting construction as specified herein.

The photographs shall be in digital JPEG format, with a resolution of two to four megapixels. Photos shall be submitted in a Word document, with a caption under each photo showing date taken, project location, contract title and number, and a brief description of what the photo depicts. The photos shall be submitted on CD-ROM conforming to industry standards used in the United States.

Construction progress photographs shall be taken between the 1st and 15th of each month and delivered to the Contracting Officer with the payment request for the month taken. Photos shall be taken from ten positions.

Location of positions shall be coordinated with or may be selected by the Contracting Officer. They shall show, inasmuch as practicable, work accomplished during the previous month. Photographic quality and composition of photos shall be such that they can be used for briefings and/or to illustrate articles on the construction progress of the project.

3.11 SAMPLE FORMS

Sample forms enclosed at the end of this section.

3.12 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the foregoing requirements. Take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the work site, will be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders will be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

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