Attch_4_Drawings.pdf
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- Repair Monitoring Wells
- Solicitation number
- FA462619RA005
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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-R-A005
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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.
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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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DESIGNED BY
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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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OF
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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 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 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
C
A
B
E
E
E
E
E
SP103
LSB
WEST
ACCESS
ROAD
A
A
A
A
A
A
FUEL
TANK
S
D
NEW WELL
LOCATION
UHF ANTENNA
ASSUMED UHF ANTENNA
CABLE ROUTING
CP CELLS
AND CABLE
18' 11"
6'
17' 9"
10'
D-RING
GRAVEL AREA (TYPICAL)
C
A
B
E
E
E
E
E
SP103
LSB
A
A
A
A
A
A
FUEL
TANK
S
D
18' 11"
6'
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
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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DESIGNED BY
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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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OF
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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
E
E
E
E
E
SP103
LSB
A
A
A
A
A
A
FUEL
TANK
S
D
18' 11"
6'
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)
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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DESIGNED BY
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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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OF
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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
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 .
AutoCAD SHX Text
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 SLOTTED STEEL 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 4
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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 4
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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 4
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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" BRASS SWING CHECK VALVE . DRILL A 1/8"HOLE IN THE SWING CHECK VALVE 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 HDPE 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" HDPE 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%
AutoCAD SHX Text 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.
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%%UGENERAL NOTES:
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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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NOT TO SCALE
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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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DESIGNED BY
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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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OF
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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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FA4626-17-X-XXXX
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%%UDRIVING PAD DEWATERING WELL
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%%UCROSS SECTION
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NOT TO SCALE
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%%UDISCHARGE PIPE DETAIL
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SCALE: 1/2" = 1'-0"
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%%UDRIVING PAD
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%%UDRIVING PAD DEWATERING WELL
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%%UPLAN
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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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AutoCAD SHX Text 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.
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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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NOT TO SCALE
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N
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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'
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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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DESIGNED BY
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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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OF
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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
PO
W
ER
SUPPLY
CR1 CR2
WIRE DUCT
MPS1
HOA1 RUN1
FUSE
CR3
1 3
M1
1 2 3 4 5 6L1L2
L3T1T2T3
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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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XF
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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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NC
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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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DESIGNED BY
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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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OF
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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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| Schedule of Drawings 10-2001D |
| Project Drawings 10-2001D |
| Monitering Well Pg. 1-3 |
| Sheets and Views |
| 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-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 |
File details come from the government source that posted it.