Attch 4_LF Grounding Drawings.pdf
PDF 1 MB Posted
- Attached to
- LF Grounding Points Federal contract opportunity
- Solicitation number
- FA4626-22-R-0004
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attch 9_Section M_LF Grounding Points V2.pdf | ||
| LF Grounding Amendment 2_SF 30.pdf | ||
| LF Grounding Amendment 1_SF 30.pdf | ||
| Grounding Points QnA_23May22.xlsx | XLSX spreadsheet | |
| FA462622R0004.pdf | ||
| Attch 14_MT20220077 WD.pdf | ||
| Attch 3_Repair LF Grounding Schedule of Drawings.pdf | ||
| Attch 12_Technical Narrative Format.docx | DOCX document | |
| Attch 11_Grounding Points Bid Schedule.xlsx | XLSX spreadsheet | |
| Attch 13_MT20220066 WD.pdf | ||
| Attch 8_Section L_LF Grounding Points.pdf | ||
| Attch 9_Section M_LF Grounding Points.pdf | ||
| Attch 2_Repair LF Grounding Submittal Schedule.pdf | ||
| Attch 7_Subcontractor Consent.doc | DOC document | |
| Attch 1_Specifications.pdf | ||
| Attch 10_Special Contract Requirements.pdf | ||
| Attch 5_Repair LF Grounding Bid Schedule Blank.pdf | ||
| Attch 6_Past Performance Questionaire.docx | DOCX document |
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Cascade County Meagher Co.
Cascade County
Meagher Co.
Ca sc ad e C ou nty
Ju dit h B as in Co
Judith Basin Co.
Meagher Co.
Wheatland Co.
Fergus Co.
W he atl an d C o.
Golden Vally Co.
Fergus Co.
Fe rg us C o.
Ch ou tea u C o.
Chouteau Co.
Judith Basin Co.
Chouteau Co.
Cascade County Te ton C o.
Ch ou tea u C o.
Teton Co.
Lewis & Clark Co.
Dutton
Gillman Augusta
Simms
Sun River
Cascade
Ulm Sandcoulee
Stockett
Eden
Monarch
Belt
Fort Benton
Montegue
Raynesford
Geyser
Stanford
Denton
Utica
Moccasin Ross Fork
MooreHobson
Garneill
Judith Gap
Winifred
Suffolk
Christina
Hilger
Brooks
Roy
Fergus
Forestgrove
Grassrange
Harlowton
Shawmut
Fairfield
Havre: 113 mi.
from MAFB from MAFB Malta: 238 Miles from MAFB Billings: 219 mi.
Wolf Creek
221 379
Kolin
Musselshell R.
Box Elder Cr.
Arrow Cr.
Wolf Cr.
Kingsburg Lake
Jud ith
R.
Cutback Cr.
Do g C r.
Missouri River
Coffee Creek
Windham
Big Spring Cr.
Jud ith
R.
Ackley Lake
Crystal Lake
Belt Cr.
Sm ith
R ive r Ho un d C r
Miss our i R ive r
Little Muddy Cr.
Sun River
Dearborn R.
Muddy Cr.
Teton R.
Teton R.
Power
Vaughn
Big L.
White L.
Ft Shaw
Geraldine
Square Butte
D
NAMMOCEKIRTS
A
I RFORC E GLOBAL
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SIGNATURE
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MALMSTROM AIR FORCE BASE, MONTANA
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GLOBAL STRIKE COMMAND
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SIGNATURE
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CONSTRUCTION MANAGER
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BASE CIVIL ENGINEER
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CHIEF ENGINEER
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PROJECT ENGINEER
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OFFICE
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COMMUNICATIONS
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FIRE CHIEF
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CE OPERATIONS
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CORROSION ENGINEER
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DATE
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OFFICE
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LF GROUNDING REPAIRS
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PLATE
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SIGNATURE
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USING AGENCY
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SAFETY
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BIO-ENVIRONMENTAL
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AT/RPEC REP
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DATE
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OF
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FILE NUMBER
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MAFB LAUNCH FACILITIES
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NZAS-22-6001
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DRAWING NUMBER
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PROJECT NUMBER
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LF GROUNDING
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%%U INDEX OF SHEETS
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DETAIL SHEET
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GENERAL SITE PLAN
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TYPICAL SITE PLANS
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COVER SHEET, INDEX OF SHEETS
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SHEET 1
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SHEET 3
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SHEET 4
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SHEET 5
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TC
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SG
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FA4626-22-R-0004
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ATTACHMENT 4
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%%U NOTES:
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TABLE OF GROUNDING PATTERNS AND RIP-RAP
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SHEET 2
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- F-03
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- H-07
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- N-04
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- E-07
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- C-08
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WORK IS PLANNED AT THE FOLLOWING
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5 LF SITES FOR THE BASE YEAR (SEE SPECIFICATIONS).
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OPTION YEAR SITES WILL BE IDENTIFIED AT A
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LATER DATE.
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TABLE OF GROUNDING PATTERNS & RIP-RAPD
NAMMOCEKIRTS
A
IRFORC E GLOBAL
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MALMSTROM AIR FORCE BASE, MONTANA
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GLOBAL STRIKE COMMAND
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LF GROUNDING REPAIRS
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PLATE
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REVIEWED BY
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MAFB LAUNCH FACILITIES
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NZAS-22-6001
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PROJECT NUMBER
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TGC
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GROUX
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ATTACHMENT 4
FA4626-22-R-0004
TYPICAL SITE PLANS
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LF GROUNDING REPAIR
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PAGE
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PROJECT NUMBER
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DRAWING NUMBER
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NZAS 00-2003A
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OF
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MALMSTROM AIR FORCE BASE, MONTANA
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SPACE COMMAND
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GROUX
AutoCAD SHX Text EXISTING GROUNDING SYSTEM 3' FROM FENCE FOR TYPE A,B,C GROUNDING LAYOUTS SEE DETAIL
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INITIAL TIE-IN POINT SEE DETAIL FOR ALL SITES.
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TRAFFIC AREA BOUNDARY
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NEW TRENCH LOCATION
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EXISTING " GROUND CABLE12" GROUND CABLE
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TYPICAL NEW GROUND CUP AND CONDUCTOR N.T.S.
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TYP. EXISTING BURIED UTILITIES (FOR REFERENCE ONLY) N.T.S.
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NOTE:
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NEW CONCRETE BLOCK AND GROUNDING CUP. SEE DETAIL
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EXISTING GROUNDING CUP
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EXISTING CONCRETE JUNCTION BOX WITH STEEL LID. (MAY BE BURIED)
AutoCAD SHX Text PERFORM RESISTANCE TEST AT NEW GROUND CUP. IF TEST FAILS, ADDITIONAL TRENCHING AND CABLE WILL BE REQUIRED TO TIE INTO WIRE 3'(TYPICAL) FROM FENCE, SEE SHEET 5
AutoCAD SHX Text SHEET 5 SHOWS WORK THAT MAY BE REQUIRED IF RESISTANCE TEST FAILS. ALL THIS WORK IS ESTIMATED QUANTITY.
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APPROXIMATE EDGE OF TRAFFIC AREA
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SEE
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FA4626-22-R-0004
EXISTING GALVANIZED STEEL GROUNDING CABLE
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EXISTING CONCRETE
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DRILL AND EPOXY 2-#4 REINFORCING U BARS
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BRAZE BOTH SIDES
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BRAZE
AutoCAD SHX Text GROUNDING RECEPTACLE, ERICO (OR EQUAL) (RECEPTACLE SHALL ACCOMMODATE " DIA. GROUND ROD)34" DIA. GROUND ROD)
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34"UNC THREAD.
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34" DIA ASTM A108 GRADE 1018 STEEL ROD
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BRAZE
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DETAIL SHEET
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LF GROUNDING REPAIR
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PAGE
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PROJECT NUMBER
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DRAWING NUMBER
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NZAS 22-6001
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FILE NUMBER
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OF
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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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MM
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TGC
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PLATE
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NTS
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MALMSTROM AIR FORCE BASE, MONTANA
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SPACE COMMAND
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GROUX
AutoCAD SHX Text PATTERN "A"=7 GROUNDING RODS PATTERN "B"=25 GROUNDING RODS PATTERN "C"=INSIDE PERIPHERY OF SECURITY FENCE ENCIRCLED W/GROUND RODS.
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PATTERN "A"
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PATTERN "B"
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PATTERN "C"
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12" CABLE
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SECURITY FENCE
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LAUNCHER
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GROUNDING DETAIL(EXISTING) TYPES A, B, AND C N.T.S.
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25"(MIN.)
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TO CENTER OF " ROD12" ROD
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BRAZING DETAIL N.T.S.
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GROUND DETAIL CROSS SECTION N.T.S.
AutoCAD SHX Text PRIOR TO SETTING FORMWORK FOR 18"x18"x30" CONCRETE BLOCK, ENSURE 95% OF MAX. DRY DENSITY COMPACTION (AS DETERMINED BY AASHTO T-180) IS REACHED UNDER BLOCK BEARING. REMOVE CHAIN AND LID OF EXISTING GROUND CUP AND FILL FLUSH WITH WATERPROOF EPOXY (SEE SPECIFICATIONS).
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NOTES:
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NOTE 1.
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NOTE 2.
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PLAN VIEW N.T.S.
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NEW CONCRETE BLOCK AND GROUNDING CUP.
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EXISTING GROUNDING CUP
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12" GROUND CABLE
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" 34" GROUND ROD
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NEW BONDING WIRE
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NEW OR EXISTING BONDING COMPONENT
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INSULATE PER SPECIFICATION
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SEAL PER SPECS
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12"CHAMFER ON EXPOSED EDGES
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NEW CRUSHED GRAVEL (SEE SPECS.)
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TYPICAL THERMITE WELD
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3" (TYP.)
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8" (TYP.)
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BACKFILL & COMPACT TO 95%
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#4 REBAR (TYP.)
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3' TYPICAL (MAY VARY)
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FA4626-22-R-0004
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APPLY HEAT SHRINK MATERIAL OVER BRAZED AREA PER SPEC. 16 12 00 3.1.2
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APPLY HEAT SHRINK MATERIAL PER SPEC. 16 12 00 3.1.2
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NOTE: HEAT SHRINK MATERIAL NOT SHOWN FOR CLARITY
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TEST POINT A
TEST POINT B
GROUNDING GRID TYPE VARIES - SEE SHEETS 2&4
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SITE LIGHTS
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GENERAL SITE PLAN N.T.S.
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FUEL LINES
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INITIAL TIE-IN POINT FOR NEW " 12" GROUND CABLE, SEE
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NOTE 1
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SEE
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SEE
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SEE
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AutoCAD SHX Text IF THE FIRST CONNECTION TO THE EXISTING GROUND WIRE FAILS THE RESISTANCE TEST (GREATER THAN 2 OHMS), THEN CONTINUE NEW GROUNDING WIRE TO THE ALTERNATE TIE-IN POINT. ADDITIONAL TESTING IS REQUIRED.
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NOTE 1:
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AutoCAD SHX Text FOR SOME SITES THE SECURITY FENCE WAS MOVED. THUS THE GROUNDING GRID WILL BE MORE THAN 3' FROM THE FENCE.
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NOTE 2:
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EXISTING GALVANIZED STEEL GROUNDING CABLE
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IMPSS POLE
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COMPACT TO 95% IN TRAFFIC AREAS, 85% IN NON-TRAFFIC AREAS
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METALIC MARKING TAPE
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SAND BEDDING MATERIAL MIN. 4" ABOVE AND BELOW CABLE
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TRENCH DETAIL
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NEW GROUNDING CABLE
AutoCAD SHX Text -NEW CRUSHED GRAVEL MATERIAL IN TRAFFIC AREA (SEE SPECS.) AND EXISTING EXCAVATED MATERIAL EXISTING EXCAVATED MATERIAL MATERIAL IN NON-TRAFFIC AREAS
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BACKFILL & COMPACT USING EXISTING EXCAVATED MATERIAL
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NEW GEOTEXTILE FABRIC
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METALIC MARKING TAPE
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SAND BEDDING MATERIAL MIN. 4" ABOVE AND BELOW CABLE
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NEW GROUNDING CABLE
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EXISTING GEOTEXTILE FABRIC
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REMOVE AND REPLACE EXISTING RIP-RAP ROCK
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NEW FABRIC STAPLES
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RIP-RAP TRENCH DETAIL
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BACKFILLED AND COMPACT TO 85 % USING EXISTING EXCAVATED MATERIAL
AutoCAD SHX Text NOTE: OVERLAP NEW GEOTEXTILE FABRIC A MINIMUM OF 12" WHEN CUTTING EXISTING GEOTEXTILE FABRIC.
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GENERAL SITE PLAN
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LF GROUNDING REPAIR
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PAGE
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PROJECT NUMBER
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DRAWING NUMBER
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NZAS 22-6001
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FILE NUMBER
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OF
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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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MM
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TGC
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PLATE
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NTS
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MALMSTROM AIR FORCE BASE, MONTANA
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SPACE COMMAND
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GROUX
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ALTERNATE TIE-IN POINT SEE DETAIL (IF REQUIRED)
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FA4626-22-R-0004
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EXISTING SECURITY FENCE
FENCE GROUND TEST POINTS (EXISTING " 12" STRANDED GALVANIZED STEEL CABLE BONDED AT FENCE POST, LOCATION MAY VARY)
| LFGRND page 1-Layout1 |
| Sheets and Views |
| Layout1 |
| LFGRND Page 2-Layout1 |
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| Layout1 |
| LFGRND Page 3- |
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| PG 2 OF 7 |
| LFGRND Page 4-PG 3 OF 4 |
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| PG 3 OF 4 |
| LFGRND Page 5-GENERAL SITE PLAN |
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| GENERAL SITE PLAN |
File details come from the government source that posted it. Updated .