Project_Drawings_10-2001D_ammended.pdf

PDF 1 MB Posted Apr 2, 2019

Attached to: Repair Monitoring Wells
Solicitation number: FA462619RA005
Issued by: Department of the Air Force Global Strike Command

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Amended drawings

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Other files

File	Type	Posted
Changes_to_drawings_and_specs.pdf	PDF	Apr 2, 2019
Specifications_10-2001D_ammended.pdf	PDF	Apr 2, 2019
Amendment_002.pdf	PDF	Apr 2, 2019
Repair_Monitoring_Wells_Questions_Set_4.pdf	PDF	Mar 28, 2019
Repair_Monitoring_Wells_Questions_Set_3.pdf	PDF	Mar 27, 2019
Pre-Proposal_Meeting_Documents.pdf	PDF	Mar 26, 2019
Repair_Monitoring_Wells_Questions_Set_2.pdf	PDF	Mar 19, 2019
Attch_10_-_Section_L_&_M.pdf	PDF	Mar 19, 2019
Solicitation_Amendment_FA462619RA0050001_SF_30.pdf	PDF	Mar 19, 2019
Updated_Wage_Determinations.docx	DOCX document	Mar 19, 2019
NOTICE_of_Pre_Proposal.pdf	PDF	Mar 19, 2019
REPAIR_MONITORING_WELLS_Questions_set_1.pdf	PDF	Mar 18, 2019
Attch_10_-_Section_L_&_M.pdf	PDF	Mar 7, 2019
Attch_4_Drawings.pdf	PDF	Mar 7, 2019
Solicitation_-_FA462619RA005_released.pdf	PDF	Mar 7, 2019
Attch_1_Specifications.pdf	PDF	Mar 7, 2019
Attch_2_Submittal_Schedule.xls	XLS spreadsheet	Mar 7, 2019
Attch_11_-_Additional_Clauses.pdf	PDF	Mar 7, 2019
Attch_9_Subcontractor_Consent.doc	DOC document	Mar 7, 2019
Attch_5_Wage_Determination_MT67,_76,_and_78.pdf	PDF	Mar 7, 2019
Attch_8_Past_Performance_Questionaire.docx	DOCX document	Mar 7, 2019
Attch_3_Schedule_of_Drawings.pdf	PDF	Mar 7, 2019
Attch_6_Installation_Perimeter_Access_Control.pdf	PDF	Mar 7, 2019
Attch_7_Special_Contract_Requirements.pdf	PDF	Mar 7, 2019

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LF ELECTRICAL NOTES AND DETAILS

Note No. Description

I-1

A-1

F-1

G-1

H-1

J-1

A-4

A-5A-6

A-7

A-8

A-10

A-11 A-2

I-2

A-9

I-3

I-4

I-5

I-6

I-8

I-9 I-11

I-10

H-5

H-9 F-4

H-8 H-7

G-11

G-2

G-9

J-5

G-6

G-7

G-5

G-3

G-4

H-6

H-4

J-9 J-8

J-7

J-6 J-10

H-3

H-11 H-2

J-11 J-2

J-3 J-4 F-10

F-9 F-11

F-2

F-3

H-10

F-8

F-6

F-7 G-10

F-5

G-8

I-7

PUMP AND ELECTRICAL CONTROLS

WORK LOCATION

FA4626-19-RA-005

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REPAIR MONITORING WELLS, SELECT LF'S

AutoCAD SHX Text Malmstrom Air Force Base, Montana

AutoCAD SHX Text Project NZAS 10-2001D

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BASE ENGINEER

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MISSILE ZONE

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PROJECT ENGINEER

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CHIEF ENGINEER

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BIO-ENVIROMENTAL

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USING AGENCY

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AT/RPEC REP

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SAFETY

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CE OPERATIONS

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COMMUNICATIONS

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ENVIRONMENTAL ENG.

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FIRE CHIEF

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F-03, F-04, G-10 SITE PLAN AND DEWATERING DETAILS

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COVER SHEET

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SHEET 1

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SHEET 2

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SHEET 3

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SHEET 4

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J-03, J-05 SITE PLAN DEWATERING DETAILS

AutoCAD SHX Text THESE DOCUMENTS INDICATE CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION IN ORDER TO ESTABLISH STANDARDS FOR QUALITY AND/OR PERFORMANCE. MATERIALS AND METHODS OTHER THAN THOSE INDICATED WITHIN THESE DOCUMENTS SHALL BE CONSIDERED FOR ACCEPTANCE BY THE GOVERNMENT, PROVIDED THEY DO NOT AFFECT THE APPEARANCE FROM THAT INDICATED WITHIN THESE CONSTRUCTION DOCUMENTS IN ANY WAY WHATSOEVER. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INDICATED WITHIN THESE DOCUMENTS AND SHALL NOTIFY THE CONTRACTING OFFICER OF ANY VARIATION PRIOR TO THE PURCHASING OF MATERIALS, STARTING FABRICATION OR BEGINNING CONSTRUCTION. TAKE CARE NOT TO DAMAGE ANY OF THE BASE'S PROPERTY, FURNISHINGS, OR OTHER MATERIALS. ANY AND ALL ITEMS DAMAGED SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNMENT AT NO EXPENSE TO THE GOVERNMENT. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THEIR OWN LOCATES FOR BURIED UTILITIES ON THE LAUNCH FACILITIES. AS BUILT DRAWINGS OF THE BURIED UTILITY SYSTEM CAN BE VIEWED AT 341 MISSILE ENGINEERING OFFICE, 406-731-7531. CONTRACTOR SHALL CREATE, INTIATE, AND WALK THRU THE AF 103, WORK CLEARANCE REQUEST. A COMPLETED/SIGNED AF 103 SHALL BE COMPLETED BEFORE WORK CAN COMMENCE AT EACH LAUNCH FACILITY. WORK LOCATIONS SUBJECT TO CHANGE. PURCHASE AND MAINTAIN A COVER ON-SITE TO COVER ALL OPEN TRENCHES AT THE END OF EACH WORK DAY, THE COVER SHALL BE CAPABLE OF SUPPORTING A 400 LB POINT LOAD OVER A 5-FOOT SPAN.

AutoCAD SHX Text I N D E X O F D R A W I N G S

AutoCAD SHX Text G E N E R A L N O T E S

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ATTACHMENT 4

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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PLATE

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PAGE

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NZAS 10-2001D

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REPAIR MONITORING WELLS

AutoCAD SHX Text Malmstrom AFB, MT

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FGW

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AMJ

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AMJ

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COVER PAGE

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AS SHOWN

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FA4626-17-X-XXXX

AutoCAD SHX Text M A L M S T R O M A. F. B. , M T.

AutoCAD SHX Text M I S S I L E C O M P L E X

AutoCAD SHX Text Dutton

AutoCAD SHX Text Gillman

AutoCAD SHX Text Agusta

AutoCAD SHX Text Simms

AutoCAD SHX Text Sunriver

AutoCAD SHX Text Cascade

AutoCAD SHX Text Ulm

AutoCAD SHX Text Sandcoulee

AutoCAD SHX Text Stockett

AutoCAD SHX Text Eden

AutoCAD SHX Text Monarch

AutoCAD SHX Text Belt

AutoCAD SHX Text Fort Benton

AutoCAD SHX Text Raynesford

AutoCAD SHX Text Billings

AutoCAD SHX Text Glasgow

AutoCAD SHX Text Havre

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MALMSTROM AFB

AutoCAD SHX Text Great Falls

AutoCAD SHX Text Helena

AutoCAD SHX Text Butte

AutoCAD SHX Text Rocky

AutoCAD SHX Text Mountains

AutoCAD SHX Text N

AutoCAD SHX Text Fairfield

AutoCAD SHX Text Great Falls

AutoCAD SHX Text Helena: 89 Mi.

AutoCAD SHX Text from MAFB

AutoCAD SHX Text Butte: 153 Miles

AutoCAD SHX Text M A L M S T R O M A F B

AutoCAD SHX Text Choteau

AutoCAD SHX Text Wolf Creek

AutoCAD SHX Text Belt Cr.

AutoCAD SHX Text Smith River

AutoCAD SHX Text Hound Cr

AutoCAD SHX Text Missouri River

AutoCAD SHX Text Little Muddy Cr.

AutoCAD SHX Text Sun River

AutoCAD SHX Text Dearborn R.

AutoCAD SHX Text Collins

AutoCAD SHX Text Teton R.

AutoCAD SHX Text Power

AutoCAD SHX Text Vaughn

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SHEET 5

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

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SHEET 3

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DEWATERING WELL DETAILS

SP103

LSB

WEST

ACCESS

ROAD

FUEL

TANK

NEW WELL

LOCATION

UHF ANTENNA

ASSUMED UHF ANTENNA

CABLE ROUTING

CP CELLS

AND CABLE

18' 11"

17' 9"

10'

D-RING

GRAVEL AREA (TYPICAL)

SP103

LSB

FUEL

TANK

18' 11"

17' 9"

10'

NORTH

ACCESS

ROAD

NEW WELL

LOCATION

UHF ANTENNA

ASSUMED UHF ANTENNA

CABLE ROUTING

CP CELLS

AND CABLE

D-RING

GRAVEL AREA (TYPICAL)

WELL DISCHARGE

DRAINAGE AREA

F-04 DISCHARGE

PEDESTAL LOCATION

F-03 DISCHARGE PIPE

LOCATION (PROPOSED)

F-03 DISCHARGE

PEDESTAL LOCATION

4'X6'X6" WELL DISCHARGE

DRAINAGE AREA

F-04 DISCHARGE PIPE

LOCATION (PROPOSED)

G-10 DISCHARGE PIPE

LOCATION (PROPOSED)

G-10 DISCHARGE

PEDESTAL LOCATION

4'X6'X6" WELL DISCHARGE

DRAINAGE AREA

FA4626-19-RA-005

AutoCAD SHX Text J

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DFR

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DFS

AutoCAD SHX Text J

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DFR

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DFS

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ATTACHMENT 4

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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PLATE

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PAGE

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NZAS 10-2001D

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REPAIR MONITORING WELLS

AutoCAD SHX Text Malmstrom AFB, MT

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FGW

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AMJ

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AMJ

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LF UTILITIES SITE PLAN

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AS SHOWN

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FA4626-17-X-XXXX

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%%UG-10 SITE PLAN

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NOT TO SCALE

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%%UF-03, F-04 SITE PLAN

NOT TO SCALE

SP103

LSB

FUEL

TANK

18' 11"

17' 9"

10'

SOUTH

ACCESS

ROAD

NEW WELL

LOCATION

UHF ANTENNA

ASSUMED UHF ANTENNA

CABLE ROUTING

CP CELLS

AND CABLE

D-RING

GRAVEL AREA (TYPICAL)

J-03 & J-05 DISCHARGE

PEDESTAL LOCATION

4'X6'X6" WELL DISCHARGE

DRAINAGE AREA

J-03, J-05 DISCHARGE

PIPE LOCATION

(PROPOSED)

FA4626-19-RA-005

AutoCAD SHX Text J

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DFR

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DFS

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ATTACHMENT 4

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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PLATE

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PAGE

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NZAS 10-2001D

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REPAIR MONITORING WELLS

AutoCAD SHX Text Malmstrom AFB, MT

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FGW

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AMJ

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AMJ

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LF UTILITIES SITE PLAN

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AS SHOWN

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FA4626-17-X-XXXX

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%%UJ-03, J-05 SITE PLAN

NOT TO SCALE

FA4626-19-RA-005

RESEED TO EXISTING CONDITION.

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COMPACTED BACKFILL TO 95%.

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SMOOTH FLAT BOTTOM.

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GRADE.

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1-1/4" PIPE AS PER PLANS.

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WASHED CONCRETE SAND.

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INSTALL TRACER WIRE/TAPE 12" ABOVE PIPE.

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BOLT CHAIN TO SIDE OF CASING.

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CABLE SUSPENSION MOUNTING CLAMP.

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1-1/4" BRASS MIPS X BARB FITTING WITH 2 SS CLAMPS .

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DISCHARGE PIPE (1-1/4" 200 PSI BLACK POLY #3408) MINIMUM 6' BELOW GRADE.

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1-1/4" DROP PIPE SCHEDULE 80 PVC PIPE WITH THREADED SS COUPLINGS AT 20' LENGTHS.

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LIGHT GALVANIZED CHAIN AND HOOK.

AutoCAD SHX Text BRASS PITLESS ADAPTER MANUFACTURED BY MONITOR MODEL #125BT TO BE RATED AT 2500 LBS. SAFE LOAD.

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10' FROM BOTTOM OF WELL.

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BOTTOM OF WELL.

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11' FROM BOTTOM OF WELL

AutoCAD SHX Text PITLESS UNIT SHALL HAVE RODENT-PROOF CAP. SHALL BE WATERTIGHT WITH SCREWED AIR VENT. CAP SHALL BE C56WPSM (MONITOR).

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THE TOP 10' OF WELL CASING SHALL BE 6" GALVANIZED SCHEDULE 40 STEEL.

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LEVEL TRANSMITTER TO SIT AT BOTTOM OF 1-1/4" PVC.

AutoCAD SHX Text UTILIZE 6" JOHNSON PVC VEE-WIRE (OR EQUAL) 0.040" SLOTTED WELL SCREEN. WORK SHALL BE COMPLETED IN A WORKMAN LIKE MANNER.

AutoCAD SHX Text 1-1/4" SCHEDULE 80 PVC WITH THREADED CONNECTIONS WITH 1/4" HOLES DRILLED EVERY 6" IN BOTTOM 10' OF PVC. UTILIZE STAINLESS STEEL HOSE CLAMPS EVERY 10' TO HOLD TO DISCHARGE PIPE .

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INSTALL END CAP TO KEEP PIPE FROM GOING PAST PUMP.

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3/4 HP,10GPM, 120/208 3 PHASE PUMP W/COOLING SLEEVE.

AutoCAD SHX Text BORE HOLES SHALL BE 10-3/4" DIAMETER. UTILIZE THREE 6-5/8" X 10-3/4" CENTRALIZERS AT BOTTOM, MIDDLE AND TOP OF HOLE. EVENLY DISTRIBUTE 3/8" MINUS CLEAN GRAVEL AROUND BOTTOM 10' OF PVC PIPE. EVENLY DISTRIBUTE 10-20 SILICA SAND AROUND 80' OF SCREEN BY MEANS OF TREMIE TUBE. WELL SHALL BE PLUMB AND STRAIGHT. AFTER SILICA AND PLACEMENT DEVELOP THE WELL WITH AIR SURGING.

AutoCAD SHX Text

GRAVEL LEVEL IN RCP MANHOLE.

AutoCAD SHX Text INSTALL 1-1/4" SCHEDULE 40 GALVANIZED PIPE SCREWED INTO PITLESS ADAPTER. INSTALL T FITTING 1' FROM TOP.

AutoCAD SHX Text INSTALL CAST BRASS COUPLINGS TAPED WITH GREEN TAPE ON 1-1/4" SCHEDULE 80 PVC PIPE.

AutoCAD SHX Text DRILL FOUR (4) EACH - 1/4" HOLES IN BOTTOM OF TRANSMITTER CAP AND ONE HOLE ON EACH SIDE OF THE PIPE 2 FEET AND 10 FEET ABOVE THE TRANSDUCER.

AutoCAD SHX Text CONTRACTOR AND CONSTRUCTION REPRESENTATIVE TO SET TRANSMITTER AND RECORD IN FIELD AT EACH SITE. HIGH WATER LEVEL 60 FEET PUMP ON LEVEL 50 FEET PUMP OFF LEVEL 5 FEET

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NOTES:

AutoCAD SHX Text THE LAST 10' OF WELL CASING SHALL BE 6" SCHEDULE 40 PVC. PLACE 1/8" WIDE X 6" LONG SLOTS IN CASING EVERY 2 FEET AND 90° OF ROTATIONPLACE " MINUS CLEAN 38" MINUS CLEAN AGGREATATE GRAVEL PACK AROUND BOTTOM 10' OF CASING.

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PUMP POWER LINE TO BE ADHERED TO THE DROP PIPE WITH AN APPROPRIATE TAPE

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PAINT ONE (1) COAT ZINC RICH PRIMER AND TWO (2) COATS GRAY ENAMEL

AutoCAD SHX Text DRILL TWO (2) EACH - 1/4" HOLES ONE HOLE ON EACH SIDE OF THE PIPE 2 FEET AND 10 FEET ABOVE THE TRANSDUCER.

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INSTALL BRASS TEE WITH BRASS MERRILL BLEED BACK ORIFICE, BB075.

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INSTALL WET LOCATION JUNCTION BOX FOR SUBMERSIBLE WELL PUMP POWER CONNECTION

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BENDING RADIUS OF CABLE TO BE GREATER THAN 4.7".

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3/4" RSC WITH FOUR (4) #10 AWG AND GROUND CONDUCTORS TO LSB.

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SEE DETAIL FOR DEWATERING WELL SPECIFICS

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SLOPE GROUND AROUND MANHOLE 1% AWAY FROM MANHOLE TO PREVENT WATER PONDING

AutoCAD SHX Text 7 3

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BOLT DOWN, MANHOLE COVER

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36 INCH RCP

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1 "WASHED 12"WASHED GRAVEL

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COMPACTED ENGINEERED FILL TO 95% RELATIVE DENSITY (TYP)

AutoCAD SHX Text THERMITE WELD #1/0 WIRE TO WELL CASING AND TO GROUNDING WIRE. MIN. 2' DEEP. IF THERMITE WELD IS NOT POSSIBLE, USE MINIMUM 12 TON HYDRAULIC CRIMPET INSIDE EPOXY SCOTCHCAST. SEE PAGE 5 FOR LF GROUNDING PATTERN

AutoCAD SHX Text 6" THICK CONCRETE PAD 6'-0" DIAMETER WITH 1% SLOPE AWAY FROM MANHOLE COVER SEE DETAIL FOR REINFORCEMENT PLAN VIEW

AutoCAD SHX Text 6 3

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PRE-CAST CONCRETE BASE

AutoCAD SHX Text ATTACH TRANSDUCER CABLE SERVICE LOOP TO THE WALL OF THE MANHOLE WITH A NYLON CABLE STRAP.

AutoCAD SHX Text 12"RSC and Transducer Cable TO LSB

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PLUG CONDUIT WITH REQUIRED MATERIAL (TYP)

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1' MIN

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WET LOCATION FLEXIBLE ARMORED CABLE (TYP)

AutoCAD SHX Text 6 3

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INSTALL WET LOCATION JUNCTION BOX FOR SUBMERSIBLE WELL PUMP POWER CONNECTION

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SET MANHOLE COVER AT GRADE

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7 GAL/MIN STAINLESS STEEL CHOKE.

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EXISTING GRADE.

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STEEL BEAM.

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18" DIAMETER CONCRETE BASE.

AutoCAD SHX Text W10X49 STEEL BEAM - PAINT ONE (1) COAT ZINC RICH PRIMER AND TWO (2) COATS GRAY ENAMEL PRIOR TO SETTING.

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1/4" TOP PLATE. WELD ON TWO (2) OUTSIDE EDGES. FINISH SAME AS STEEL BEAM POST.

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CONCRETE BASE.

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BRASS DISCHARGE PIPE.

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1/2" STEEL ANGLE IRON SUPPORT.

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1-1/4" - 45 DEGREE CAST BRASS WITH 6" BRASS NIPPLE ON END.

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1-1/4" CAST BRASS THREADED 90 DEGREE.

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SLOPE CONCRETE SURFACE AWAY FROM BEAM.

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INSTALL 8' X 8' X 4" ROCK BED BELOW DISCHARGE PIPE.

AutoCAD SHX Text INSTALL A 1 1/4" SCHEDULE 80 PVC SWING CHECK VALVE . DRILL A 1/8"HOLE IN THE SWING CHECK VALVE BODY BEHIND THE SWING FLAPPER TO ALLOW WATER TO DRAIN FROM THE RISER TO PREVENT FREEZING.

AutoCAD SHX Text ENCAPSULATE 5 CUBIC FEET OF 1 1/2" CLEAN GRAVEL DRAIN ROCK IN A MIRAFI 140N OR EQUAL NONWOVEN GEOTECHNICAL LINER AROUND THE PVC PIPE TO FORM A DRY WELL

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PIPE CLAMPS (TYP) 2 PLACES

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ENLARGE PIPE SLOT IN W BEAM WEB 1" LONGER TO ALLOW FOR SETTLEMENT

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ADAPT TO SCHEDULE 80 1-1/4" PVC PIPE WITH THREADED BRASS FITTING.

AutoCAD SHX Text 1-1/2" PVC SLEEVE TO BE ENCASED IN CONCRETE BASE TO ALLOW 1-1/4" HDPE WATER PIPE TO RUN THROUGH. .

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COMPACTED BACKFILL TO 95%.

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FINISHED GRAVEL DRIVING PAD

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SMOOTH FLAT BOTTOM.

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1-1/4" PIPE AS PER PLANS.

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GRADE.

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INSTALL TRACER WIRE/TAPE 12" ABOVE PIPE.

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WASHED CONCRETE SAND.

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STOCKPILE ENGINEERED FILL IN SEPARATE PILE FILL FOR REUSE COMPACTED TO 95%

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%%UGENERAL NOTE:

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%%UDEWATERING WELL CROSS SECTION

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NOT TO SCALE

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%%UNEW DISCHARGE PEDESTAL

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NTS

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%%UDISCHARGE PIPE DETAIL

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

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%%UOFF DRIVING PAD

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ATTACHMENT 4

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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PLATE

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PAGE

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REPAIR MONITORING WELLS

AutoCAD SHX Text Malmstrom AFB, MT

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FGW

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AMJ

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AMJ

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NZAS 10-2001D

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DEWATERING WELL DETAILS

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AS SHOWN

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FA4626-XX-X-XXXX

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%%UDRIVING PAD DEWATERING WELL

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%%UCROSS SECTION

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NOT TO SCALE

AutoCAD SHX Text 5 3

AutoCAD SHX Text 1 3

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%%UDISCHARGE PIPE DETAIL

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

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%%U DRIVING PAD

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AutoCAD SHX Text 7 3

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%%UDRIVING PAD DEWATERING WELL

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%%UPLAN

AutoCAD SHX Text 6 3

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#4 REBAR

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12" TYP

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12"TYP

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36" BOLT DOWN MANHOLE COVER

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NOTCH FOR CATHODIC PROTECTION

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%%UGENERAL NOTES

AutoCAD SHX Text PURCHASE AND MAINTAIN A COVER ON-SITE TO COVER ALL OPEN TRENCHES AT THE END OF EACH WORK DAY, THE COVER SHALL BE CAPABLE OF SUPPORTING A 400 LB POINT LOAD OVER A 5-FOOT SPAN. ALL FITTINGS, ON DISCHARGE PIPING FROM PITLESS ADAPTER, SHALL BE TWO (2) PIECE BRASS STAB FITTINGS WITH STAINLESS STEEL INSERTS. ALL CONNECTIONS SHALL BE DOUBLE CLAMPED WITH STAINLESS STEEL CLAMPS WITH STAINLESS STEEL BOLTS ALL POURED CONCRETE TO BE 4000 PSI, MECHANICALLY CONSOLIDATED, EDGED, AND BROOM FINISHED ALL REBAR IS TO HAVE 2 INCHES OF CLEAR COVER FROM EDGES GRADE ALL DISTURBED AREAS SO THAT NO WATER PONDS ON THE DRIVING PAD.

AutoCAD SHX Text

AutoCAD SHX Text PURCHASE AND MAINTAIN A COVER ON-SITE TO COVER ALL OPEN TRENCHES AT THE END OF EACH WORK DAY, THE COVER SHALL BE CAPABLE OF SUPPORTING A 400 LB POINT LOAD OVER A 5-FOOT SPAN.

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FA4626-19-RA-005

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GENERATOR

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EX PANEL 'LDC'

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EX DISTRIBUTION PANEL 'LDA'

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EX AUTOMATIC

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EX BUCK-BOOST

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LIGHTING PANEL 'LA'

AutoCAD SHX Text J

AutoCAD SHX Text 2"C.

AutoCAD SHX Text 1/2"%%c GALV. STEEL

AutoCAD SHX Text 3/4"C. W/ 2#10

AutoCAD SHX Text 2"C.

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EXISTING TELEPHONE RACK

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EXISTING SECURITY TERMINAL CABINET FOR DOOR AND GATE SWITCHES

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1/2" GALV. STEEL GROUND CABLE TO SURVEILLANCE ANTENNAS 1 AND 3

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FAILSAFE ANTENNA #2 PEDESTAL

AutoCAD SHX Text 2"C. W/ 4#10

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TO FLOOD LIGHTING

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CONTACTOR

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UNDERGROUND

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COMMUNICATION

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UNDERGROUND

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BRINE CHILLER

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LINE

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REF.

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EXISTING EMI FILTER

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EXISTING THERMOSTAT

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AND JACK BOX

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3" RGS CONDUIT UNDERGROUND TO METER

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EXIST AMERICAN AIR FILTER PANEL

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TRANSFER SWITCH

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TRANSFORMER

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CORE DRILL AND

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SEAL CONCRETE

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SP103 RELAY CABINET

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EXISTING LEAK DETECTION PANEL BOX

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NEW DEWATERING WELL CONTROL PANEL SEE PAGE 6 FOR DETAILS

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TO NEW DEWATERING

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WELL DISCONNECT

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DIESEL FUEL SUPPLY

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DIESEL FUEL RETURN

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TANK MONITORING CABLE

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NEW 3/4" RSC MOUNTED 10" BELOW CEILING

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NEW 1/2" RSC MOUNTED 10" BELOW CEILING

AutoCAD SHX Text MOUNT TOP OF CONTROLLER BOX 18" FROM LSB CEILING AND 21" FROM EAST WALL TO OUTSIDE EDGE OF THE BOX, LABEL "DW 102 CONTROLLER"

AutoCAD SHX Text PATTERN "C"=COMPLETELY ENCIRCLE INSIDE PERIPHERY OF SECURITY FENCE W/ GROUND RODS.

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PATTERN "C"

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(TYP. FOR PATTERNS C)

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CONCRETE BLOCK AND GROUNDING CUP

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GROUNDING CUP

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CONCRETE JUNCTION BOX WITH STEEL LID

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WELL LOCATION

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EXISTING " GROUND CABLE12" GROUND CABLE

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REF.

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SITE

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GROUNDING PATTERN

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PATTERN "B"=25 GROUNDING RODS

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PATTERN "B"

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(TYP. FOR PATTERNS B)

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CONCRETE BLOCK AND GROUNDING CUP

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GROUNDING CUP

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CONCRETE JUNCTION BOX WITH STEEL LID

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WELL LOCATION

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EXISTING " GROUND CABLE12" GROUND CABLE

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REF.

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%%UGENERAL NOTES:

AutoCAD SHX Text USE 3 PHASE BREAKER LABELED DEWATERING WELL IN PANEL LDA, SPACE. LABEL BREAKER AS SHOWN IN 2/5 3/4" RSC WITH FIVE (5) #10 AWG COPPER CONDUCTORS FOR PUMP POWER. 1/2"" RSC FOR WELL TRANSDUCER CABLE TO RUN TO WELL CONTROLLER. SEAL LSB CONDUIT PENETRATION WITH SIKAFLEX PRODUCT OR EQUAL LABEL ALL BREAKERS AS SHOWN IN DETAIL ALL EXCAVATION IN THIS AREA TO BE BY HAND DIGGING DUE TO INTERFERENCE WITH EXISTING UTILIES

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ATTACHMENT 4

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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PLATE

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PAGE

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NZAS 10-2001D

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REPAIR MONITORING WELLS

AutoCAD SHX Text Malmstrom AFB, MT

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FGW

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AMJ

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AMJ

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LF ELECTRICAL DETAILS

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AS SHOWN

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FA4626-17-X-XXXX

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INSIDE OF SP 103 CABINET

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LABEL BREAKERS IN POWER PANEL

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%%USUPPORT BUILDING FLOOR PLAN

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NOT TO SCALE

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%%USITE GROUNDING DETAIL(TYP)

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NOT TO SCALE

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TYPES B

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%%USITE GROUNDING DETAIL(TYP)

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NOT TO SCALE

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TYPES C

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%%ULAUNCH FACILITY GROUNDING PATTERN

TRANSFORMER

SMART RELAY

SUPPLY

CR1 CR2

WIRE DUCT

MPS1

HOA1 RUN1

FUSE

CR3

1 3

1 2 3 4 5 6L1L2

L3T1T2T3

FA4626-19-RA-005

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120 VAC INPUT

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15 W SUPPLY

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24 VDC OUTPUT

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VDC

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CROUZET MODEL: CD12 24 VDC

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REFERENCE # 88970041

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CR3

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CR1

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CR2

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ALARM LIGHT

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PUMP RUN LIGHT

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PRESSURE

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TRANSDUCER

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2W RESISTOR

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500 OHM

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MPS1

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HAND

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OFF

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AUTO

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TO SP 103 CONTROL PANEL TB PIN6

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TO SP 103 CONTROL PANEL TB PIN7

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PUMP

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MPS1

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50 VA XFR

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CR1

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CR3-3

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SP 103 CONTROL PANEL TB PIN7

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CR2

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SP 103 CONTROL PANEL TB PIN6

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SP 103 CONTROL PANEL TB PIN7

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CR3

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CR1-12

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SP 103 CONTROL PANEL TB PIN6

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AutoCAD SHX Text LABEL FRONT COVER OF DEWATERING WELL CONTROL IN 1/2" LETTERING " DEWATERING CONTROL PANEL, DW-102"

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%%UPUMP AND CONTROLLER NOTES:

AutoCAD SHX Text 3/4 HP, 3 PHASE GOULDS PUMP MODEL #10GS07 WATER END WITH FRANKLIN ELECTRIC MOTOR. SUBMERSIBLE LEVEL TRANSMITTER. MEASUREMENT SPECIALTIES KPSI 320 TRANSDUCER, CABLE AND BELLOWS MODEL #320S-14B0A-065.028-000.000-C1-XXXXX-B WITH A MEASUREMENT SPECIALTIES MODEL 12-90-0931 HANGER. - FIELD VERIFY LENGTH AND ORDER APPROPRIATE LENGTH. SEE DEWATERING CONTROL PANEL/DW102 WITH THE FOLLOWING COMPONENTS: - PUMP CONTROLLER TO BE MILLENIUM 3 MODEL CD12 PART #88970041. - NORMALLY CLOSED CONTACTS, OF RELAY (120V COIL), CONNECTED TO SP103 RELAY CABINET ALARM RELAY TERMINALS. CONTACTS TO CLOSE UNDER HIGH WATER LEVEL OR NO POWER CONDITIONS, CREATING A GMR 5 ALARM AT CAPSULE. - CR3 TIME DELAY ADJUSTED FOR 20 MINUTES (EVEN WITH THIRD DASH ON RELAY DIAL) CR3 TIME DELAY ADJUSTED FOR 20 MINUTES (EVEN WITH THIRD DASH ON RELAY DIAL)

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ATTACHMENT 4

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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SCALE

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REVIEWED BY

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DRAWN BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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PLATE

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PAGE

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REPAIR MONITORING WELLS

AutoCAD SHX Text Malmstrom AFB, MT

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FGW

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AMJ

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AMJ

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NZAS 10-2001D

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PUMP AND ELECTRICAL CONTROLS

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AS SHOWN

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FA4626-17-X-XXXX

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%%UCONTROLLER CAPABILITIES:

AutoCAD SHX Text UPON POWER FAILURE OR INTERRUPTION, NORMALLY OPEN CONTACTS CLOSE TO GIVE AN ALARM STATUS (GMR 5). ALARM LIGHTS ARE GREEN WHEN PUMP IS RUNNING AND RED FLASHING FOR ALARM STATUS. HIGH LEVEL ALARM ACTIVATES A GMR 5.

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%%ULEGEND

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M CR G R MPS

AutoCAD SHX Text MOTOR CONTACTOR CONTROL RELAY PUMP RUN LIGHT (GREEN) ALARM LIGHT (RED) MOTOR PROTECTIVE SWITCH

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SEE NOTE:

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HIGH WATER 50 FEET PUMP ON 40 FEET PUMP OFF 5 FEET

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DEWATERING WELL TRANSDUCER SET POINT LEVELS

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%%UDEWATERING CONTROL PANEL [DW 102]

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%%UPUMP CIRCUIT DIAGRAM

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%%UCONTROL RELAY DIAGRAM

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%%UCONTROLS CIRCUIT DIAGRAM

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Monitering Well Pg. 1-3

Sheets and Views

GROUNDWATER MONITORING Cover Sheet, PG 2 & 3 - MAR17-Well

GROUNDWATER MONITORING Cover Sheet, PG 2 & 3 - MAR17-Layout1

GROUNDWATER MONITORING Cover Sheet, PG 2 & 3 - MAR17-Cover Sheet

GROUNDWATER MONITORING Cover Sheet, PG 2 & 3 - MAR17-PAGE 2

GROUNDWATER MONITORING Cover Sheet, PG 2 & 3 - MAR17-PAGE 3

Monitering Well Pg. 4

Sheets and Views

GROUNDWATER MONITORING PG 4 - MAR17-8.5 X 11

GROUNDWATER MONITORING PG 4 - MAR17-PAGE 3

Monitering Well Pg. 5

Sheets and Views

GROUNDWATER MONITORING PG 5 - MAR17-PAGE 5

Monitering Well Pg. 6

Sheets and Views

GROUNDWATER MONITORING PG 6 - MAR17-SHT 5

GROUNDWATER MONITORING PG 4 - MAR17.pdf

Sheets and Views

GROUNDWATER MONITORING PG 4 - MAR17-PAGE 3

File details come from the government source that posted it.