Building_Plans.pdf

PDF 4 MB Posted Sep 30, 2019

Attached to: Demolition of Bldg. 1702 Federal contract opportunity
Solicitation number: FA462619Q0091
Issued by: Department of the Air Force Global Strike Command

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Plans of building 1702

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Other files for this federal contract opportunity

Other files attached to Demolition of Bldg. 1702, newest first.
File	Type	Posted
Q&A_2.pdf	PDF	Oct 8, 2019
B-1702_Water_Demolition.pdf	PDF	Oct 2, 2019
Q&A.pdf	PDF	Sep 30, 2019
Addendum__1.pdf	PDF	Sep 30, 2019
2013-10-18_B-1702_ACM_Survey_Report.pdf	PDF	Sep 30, 2019
Tab3-COMB-Attachment_3.pdf	PDF	Sep 28, 2019
Tab3-COMBO-Attachment_2.pdf	PDF	Sep 28, 2019
Tab3-COMBO-Attachment_1.pdf	PDF	Sep 28, 2019

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LEGEND

EXISTING DESCRIPTION

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

GENERAL NOTES:SHEET INDEX:

WATER AND NATURAL GAS NOTES:SURVEY DATA:

SHEET NUMBER PLATE NUMBER DESCRIPTION

TOTAL

3 SHEETS

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NAIL IN CONCRETE

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40D NAIL IN HUB

AutoCAD SHX Text -ac unit

AutoCAD SHX Text -6-6in.

AutoCAD SHX Text -outside edge 8in. rwall

AutoCAD SHX Text -hand rail

AutoCAD SHX Text -outside edge 8in. rwall

AutoCAD SHX Text -6in.

AutoCAD SHX Text -hc sign with elec. push button

AutoCAD SHX Text -4in.

AutoCAD SHX Text -elec. box possibly for hc sign

AutoCAD SHX Text -4in.

AutoCAD SHX Text -outside edge 8in. rwall

AutoCAD SHX Text -4.5in. typ.

AutoCAD SHX Text -handrail in center of conc.

AutoCAD SHX Text -4in.

AutoCAD SHX Text -6.80mu 6in. e-w-s

AutoCAD SHX Text -15in.

AutoCAD SHX Text -top 8in. cmp cv

AutoCAD SHX Text -elec. box mounted on pole with 2.5in. conduit possible ue to bld

AutoCAD SHX Text -center 3x3 box

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RIM = 3433.19 INVERT 6" W-E-S = 3426.39

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INVERT 8" CMP = 3423.49

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MAIN ELECTRICAL PANEL

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TELEPHONE SERVICE DEMARKS

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FIBER DEMARK

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EXISTING FIBER PULL BOX

AutoCAD SHX Text HORIZONTAL COORDINATES ARE ON THE MALMSTROM AIR FORCE BASE DATUM, WHICH IS REPORTED AS MONTANA STATE PLANE COORDINATES, ZONE 2500, INTERNATIONAL FEET, AND WERE PROJECTED WITH SURVEY QUALITY GPS FROM MAFB CONTROL POINT 13. VERTICAL DATUM IS ON THE MALMSTROM AIR FORCE BASE DATUM, WHICH IS REPORTED TO BE NAVD88, U.S. SURVEY FEET, AND WAS PROJECTED WITH SURVEY QUALITY GPS FROM THE MAFB CONTROL POINT 13.

AutoCAD SHX Text BENCHMARKS: TOP NUT FIRE HYDRANT +/- 175' SOUTH OF BUILDING 1702 TOP NUT FIRE HYDRANT +/- 300' EAST OF BUILDING 1702

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WATERLINE

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STORM DRAIN

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SANITARY SEWER

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GAS

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SPOT ELEVATIONS

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TELEPHONE RISER

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TREE - DECIDUOUS

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TREE - CONIFEROUS

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TRAFFIC SIGN

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CABLE TV - OVERHEAD

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ELECTRIC - OVERHEAD

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POWER POLE

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RETAINING WALL

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ROOF DRAIN

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FIRE HYDRANT

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GUY WIRE

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GAS METER

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EDGE OF ASPHALT

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CONTOUR

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CONCRETE

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CONTROL POINT

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BUILDING

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BARRIER POST

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CABLE TV RISER FLUSH

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GUARD RAIL

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STORM DRAIN MANHOLE

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SANITARY SEWER MANHOLE

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WATER VALVE

AutoCAD SHX Text E 1000.00

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ELECTRIC - UNDERGROUND

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AutoCAD SHX Text 18-012 C1.0

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EXISTING TOPOGRAPHY, LEGEND, NOTES, & SURVEY

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ATTACHMENT:

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FA4626-19-R-A025

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REV.

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DATE

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DESCRIPTION

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DRAWN

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APPR'D

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DRAWN BY

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REVIEWED BY

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SCALE

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DATE

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PLATE

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PAGE

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PROJECT NUMBERS

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ACAD DRAWING NUMBER

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RECORD FILE NUMBER

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AS SHOWN

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DEMO BUILDING 1702

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NZAS 20-0080

AutoCAD SHX Text 08/02/18

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TDH/GPD

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JPJ

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CDF

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCESSING THEIR OWN WORK CLEARANCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCESSING THEIR OWN WORK CLEARANCE WORK CLEARANCE REQUEST (AF FORM 103) AND COORDINATE WITH GOVERNMENT INSPECTORS FOR UTILITY (AF FORM 103) AND COORDINATE WITH GOVERNMENT INSPECTORS FOR UTILITY LOCATES BEFORE BEGINNING EXCAVATION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. 3. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION ULESS OTHERWISE NOTED ON PLANS. 4. CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY POINT CONNECTIONS CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF EXISTING UTILITY POINT CONNECTIONS PRIOR TO BEGINNING TRENCH EXCAVATION. 5. HAND EXCAVATION WILL BE UTILIZED WITHIN 3 FEET OF ALL UNDERGROUND ELECTRICAL HAND EXCAVATION WILL BE UTILIZED WITHIN 3 FEET OF ALL UNDERGROUND ELECTRICAL COMMUNICATION OR GAS LINES.

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1. THE CONTRACTOR SHALL NOTIFY MALMSTROM AIR FORCE GBASE WATER DEPARTMENT 24-HOURS THE CONTRACTOR SHALL NOTIFY MALMSTROM AIR FORCE GBASE WATER DEPARTMENT 24-HOURS PRIOR TO BEGINNING ANY WORK. 2. ANY EXISTING VALVES WHICH CONTROL MALMSTROM AIR FORCE BASE WATER SUPPLY SHALL BE ANY EXISTING VALVES WHICH CONTROL MALMSTROM AIR FORCE BASE WATER SUPPLY SHALL BE OPERATED BY MALMSTROM AIR FORCE BASE PERSONNEL ONLY. 3. EXISTING PIPELINES AND FITTINGS ARE SHOWN, BASED ON AS CONSTRUCTED AND FIELD EXISTING PIPELINES AND FITTINGS ARE SHOWN, BASED ON AS CONSTRUCTED AND FIELD SURVEY DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING PIPELINES AND FITTINGS AND CONFIRMING CONNECTION REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. 4. THE CONTRACTOR SHALL PLUG ALL OPENINGS ON EXISTING WATER MAINS AND WATER SERVICES THE CONTRACTOR SHALL PLUG ALL OPENINGS ON EXISTING WATER MAINS AND WATER SERVICES ABANDONED IN PLACE WITH NON-SHRINK CEMENT GROUT. 5. ALL DUCTILE IRON OR CAST IRON WATER MAIN FITTINGS SHALL BE WRAPPED IN POLYETHYLENE. ALL DUCTILE IRON OR CAST IRON WATER MAIN FITTINGS SHALL BE WRAPPED IN POLYETHYLENE. 6. ALL PIPING TO MEET AWWA C900 CLASS 200 PVC REQUIREMENTS.ALL PIPING TO MEET AWWA C900 CLASS 200 PVC REQUIREMENTS.

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EXISTING TOPOGRAPHY, NOTES, LEGEND & SURVEY

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SITE DEMOLITION PLAN

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OFFSITE UTILITY ABANDONMENT & DETAILS

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GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

DEMOLITION PLAN

AS-BUILT UTILITY PLAN

(SHOWN FOR REFERENCE ONLY)

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NAIL IN CONCRETE

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40D NAIL IN HUB

AutoCAD SHX Text -ac unit

AutoCAD SHX Text -6-6in.

AutoCAD SHX Text -outside edge 8in. rwall

AutoCAD SHX Text -hand rail

AutoCAD SHX Text -outside edge 8in. rwall

AutoCAD SHX Text -6in.

AutoCAD SHX Text -hc sign with elec. push button

AutoCAD SHX Text -4in.

AutoCAD SHX Text -elec. box possibly for hc sign

AutoCAD SHX Text -4in.

AutoCAD SHX Text -outside edge 8in. rwall

AutoCAD SHX Text -4.5in. typ.

AutoCAD SHX Text -handrail in center of conc.

AutoCAD SHX Text -4in.

AutoCAD SHX Text -6.80mu 6in. e-w-s

AutoCAD SHX Text -15in.

AutoCAD SHX Text -top 8in. cmp cv

AutoCAD SHX Text -elec. box mounted on pole with 2.5in. conduit possible ue to bld

AutoCAD SHX Text -center 3x3 box

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RIM = 3433.19 INVERT 6" W-E-S = 3426.39

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INVERT 8" CMP = 3423.49

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DEMO EXISTING SIDEWALK, HANDRAIL AND RETAINING WALLS

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PROTECT TREE (2 EA)

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PROTECT TREE

AutoCAD SHX Text CUT, PURGE AND CAP HDPE TEE FOR GAS SERVICE TO B-1702 TO WITHIN 5' OF MAIN (SEE SHEET C3.0)

AutoCAD SHX Text COMPLETELY DEMOLISH EXISTING BUILDING. REMOVE CONCRETE FOUNDATION COMPLETELY INCLUDING STEM WALLS AND FOOTINGS. FILL EXCAVATION TO MAINTAIN POSITIVE DRAINAGE, TOPSOIL AND SEED DISTRUBED AREA.

AutoCAD SHX Text VERIFY LOCATION, EXCAVATE AND EXPOSE EXISTING SEWER WYE AT MAIN AND INSTALL WATER TIGHT CAP ON B-1702 SERVICE AT WYE FITTING. (SEE AS-BUILT UTILITY PLAN THIS SHEET FOR LOCATION)

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DEMO SIGN AND SUPPORT

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WATER TIGHT PLUG UPSTREAM END OF 4" PVC STORM DRAIN

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RIM = 3433.19 INVERT 6" W-E-S = 3426.39

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PROTECT PIPE OUTLET

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SEE WATER TEE DETAIL

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PROTECT 6" CMP STORM DRAIN

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DEMO BUSH (2 EA)

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PROTECT BUSH

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ABANDON WATER MAIN IN PLACE (FOR DETAILS SEE SHEET C3.0 )

AutoCAD SHX Text ABANDON SANITARY SEWER IN-PLACE. INSTALL WATER TIGHT CAP AT BOTH ENDS OF ABANDONED SERVICE.

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DEMO BOLLARDS (4 EA)

AutoCAD SHX Text NOTES: 1. ALL JUNIPER TREES AND BUSHES NEAR ALL JUNIPER TREES AND BUSHES NEAR BUILDING SHALL BE REMOVED. 2. CONTRACTOR SHALL REMOVE EXISTING CONTRACTOR SHALL REMOVE EXISTING TRANSFORMER AND DISPOSE OF OFF-BASE IN A LEGAL MANNER. TRANSFORMER SERIAL NUMBER IS TO BE RECORDED AND PROVIDED TO THE GOVERNMENT. 3. MAIN BREAKER AND PANEL BOARD MAIN BREAKER AND PANEL BOARD SHALL BE REMOVED. ALL BRANCH CIRCUITS SHALL BE CUT AND DISCONNECTED. 4. COORDINATE REMOVAL OF GOVERNMENT COORDINATE REMOVAL OF GOVERNMENT TELEPHONE, FIBER LINES, AND EQUIPMENT. CONTACT 341ST COMM SQUADRON AT (406)731-2153 5. COORDINATE REMOVAL OF CENTURY LINK COORDINATE REMOVAL OF CENTURY LINK COMMUNICATIONS TELEPHONE SERVICE LINE AND EQUIPMENT. CONTACT (406)771-2546, OR (406)441-7649. CONTRACTOR SHALL INCLUDE ANY COSTS INCURRED. 6. COORDINATE REMOVAL OF CABLE TV COORDINATE REMOVAL OF CABLE TV SERVICE WITH CHARTER SPECTRUM. CONTACT (406)952-0031. CONTRACTOR SHALL INCLUDE ANY COSTS INCURRED.

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CUT OFF AND REMOVE SERVICE CONDUIT BELOW GRADE

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REMOVE OVERHEAD CATV DROP

AutoCAD SHX Text EXISTING POLE TO REMAIN. REMOVE PRIMARY TAP, FUSED CUT-OUT, CROSSARM, POLE MOUNTED TRANSFORMER, SECONDARY SERVICE MAST, WEATHER HEAD, METER AND MAIN BREAKER

AutoCAD SHX Text REMOVE UNDERGROUND ELECTRICAL SECONDARY SERVICE CONDUCTORS AND ABANDON UNDERGROUND CONDUIT

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REMOVE MAIN ELECTRICAL PANEL

AutoCAD SHX Text REMOVE CONDENSING UNIT COMPLETELY. RECLAIM ANY REMAINING REFRIGERANT AND DELIVER TO CE HVAC SHOP IN BUILDING 471

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REMOVE NATURAL GAS REGULATOR AND METER ASSEMBLY COMPLETELY

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MAINTAIN CENTURY LINK COMMUNICATIONS PEDESTAL

AutoCAD SHX Text CUT OFF AND ABANDON CENTURY LINK COMMUNICATIONS TELEPHONE CABLE BETWEEN PEDESTAL AND BUILDING.

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EXISTING FIBER PULL BOX

AutoCAD SHX Text CUT OFF AND ABANDON EXISTING GOVERNMENT TELEPHONE CABLE BETWEEN POLE AND BUILDING

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MAINTAIN FIBER OPTIC CABLES

AutoCAD SHX Text CUT CONDUIT, AND INSTALL NEW FLUSH PULL BOX FOR FIBER COORDINATE LOCATION WITH GOVERNMENT

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REMOVE FIBER DEMARK

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REMOVE TELEPHONE SERVICE DEMARKS

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APPROXIMATE SEWER SERVICE WYE

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TBM TOP NUT = 3432.43

AutoCAD SHX Text REMOVE EXISTING FIRE HYDRANT. WATER TIGHT PLUG HYDRANT WATER SUPPLY PIPE W/ NON-SHRINK CEMENT GROUT. (TYP OF 2)

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AutoCAD SHX Text 18-012 C2.0

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SITE DEMOLITION PLAN

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ATTACHMENT:

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FA4626-19-R-A025

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REV.

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DATE

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DESCRIPTION

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DRAWN

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APPR'D

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DRAWN BY

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REVIEWED BY

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SCALE

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DATE

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PLATE

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PAGE

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PROJECT NUMBERS

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ACAD DRAWING NUMBER

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RECORD FILE NUMBER

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AS SHOWN

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DEMO BUILDING 1702

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NZAS 20-0080

AutoCAD SHX Text 08/02/18

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TDH/GPD

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JPJ

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CDF

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AutoCAD SHX Text 10'

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AutoCAD SHX Text S C A L E

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C2.0

WATER MAIN DISCONNECTION DETAIL 1

C3.0

TRENCH DETAIL 2

C3.0

ASPHALT REPAIR DETAIL 3

C3.0

PLUG NATURAL GAS LINE DETAIL 4

C3.0

PULL BOX DETAIL 5

C3.0

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

OFF SITE WATER MAIN DISCONNECTION LOCATION MAP

MAP LEGEND

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EXISTING 8" PVC WATERLINE

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INSTALL 8" FLEXIBLE REPAIR COUPLING

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REMOVE 8" TEE

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NO SCALE

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INSTALL 8" FLEXIBLE REPAIR COUPLING

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PLUG ABANDONED WATER LINE WATER TIGHT WITH NON-SHRINK CEMENT GROUT AT BOTH ENDS

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INSTALL 6' NEW 8" PVC WATER MAIN.

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EDGE OF ASPHALT

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NOTE REMOVE AND REPAIR ASPHALT SURFACING AS REQUIRED TO DISCONNECT WATER MAIN.

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REMOVE EXISTING CONCRETE THRUST BLOCK

AutoCAD SHX Text 4"

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MIN.

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SEE O.S.H.A. CONSTRUCTION STANDARDS

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FOR EXCAVATIONS, SEC. 1926, SUBPART P

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TYPE 2 PIPE

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BEDDING WHERE

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REQUIRED FOR SOFT

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OR UNSTABLE

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FOUNDATION

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TYPE 1 PIPE

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BEDDING

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SELECT BACKFILL

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MATERIAL PLACED

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IN 6" LAYERS &

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COMPACTED AS

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SPECIFIED IN

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SECTION 312333

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TYPE "A" OR "B"

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TRENCH BACKFILL

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BACKSLOPE AS SPECIFIED

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TO CONFORM TO

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O.S.H.A. REGULATIONS

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TYPE 1 EXC.

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SLOPING, BENCHING, AND/OR

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SUPPORT SYSTEM IN THIS

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AREA TO CONFORM TO

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O.S.H.A. REGULATIONS

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INSTALL TRACER WIRE AND

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DETECTABLE WARNING TAPE

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18" APPROX. DEPTH

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TRENCH WIDTH=O.D. OF PIPE

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PLUS 2'

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MIN. TRENCH WIDTH=3.5'

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AutoCAD SHX Text NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3" FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT.

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SUBGRADE OR GROUND SURFACE

AutoCAD SHX Text VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS * TYPE 2 EXC.

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EXISTING STREET SURFACE

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NOT TO SCALE

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EDGE OF EXISTING

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ASPHALT

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NEW 3" THICK ASPHALT SECTION

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SAWCUT EXISTING ASPHALT

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EXISTING ASPHALT SECTION

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EXISTING GRAVEL SECTION

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NOT TO SCALE

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12" THICKNESS OF 1 1/2" MINUS CRUSHED GRAVEL BASE COURSE

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NOT TO SCALE

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CUT, PURGE AND CAP HDPE PIPE. PIPE SIZE TO BE FIELD VERIFIED.

AutoCAD SHX Text NOTES 1. SOCKET FUSION SHALL BE USED WITH END CAPS SOCKET FUSION SHALL BE USED WITH END CAPS FUSION SHALL BE USED WITH END CAPS FUSION SHALL BE USED WITH END CAPS SHALL BE USED WITH END CAPS SHALL BE USED WITH END CAPS BE USED WITH END CAPS BE USED WITH END CAPS USED WITH END CAPS USED WITH END CAPS WITH END CAPS WITH END CAPS END CAPS END CAPS CAPS CAPS CONFORMING TO ASTM D2513 AND D2683 FOR TO ASTM D2513 AND D2683 FOR TO ASTM D2513 AND D2683 FOR ASTM D2513 AND D2683 FOR ASTM D2513 AND D2683 FOR D2513 AND D2683 FOR D2513 AND D2683 FOR AND D2683 FOR AND D2683 FOR D2683 FOR D2683 FOR FOR FOR PIPE SIZES GREATER THAN " CTS BUT SMALLER SIZES GREATER THAN " CTS BUT SMALLER SIZES GREATER THAN " CTS BUT SMALLER GREATER THAN " CTS BUT SMALLER GREATER THAN " CTS BUT SMALLER THAN " CTS BUT SMALLER THAN " CTS BUT SMALLER " CTS BUT SMALLER 12" CTS BUT SMALLER CTS BUT SMALLER CTS BUT SMALLER BUT SMALLER BUT SMALLER SMALLER SMALLER THAN 4" IPS. BUTT FUSION SHALL BE USED WITH 4" IPS. BUTT FUSION SHALL BE USED WITH 4" IPS. BUTT FUSION SHALL BE USED WITH IPS. BUTT FUSION SHALL BE USED WITH IPS. BUTT FUSION SHALL BE USED WITH BUTT FUSION SHALL BE USED WITH BUTT FUSION SHALL BE USED WITH FUSION SHALL BE USED WITH FUSION SHALL BE USED WITH SHALL BE USED WITH SHALL BE USED WITH BE USED WITH BE USED WITH USED WITH USED WITH WITH WITH END CAPS CONFORMING TO ASTM F-714 FOR PIPE CAPS CONFORMING TO ASTM F-714 FOR PIPE CAPS CONFORMING TO ASTM F-714 FOR PIPE CONFORMING TO ASTM F-714 FOR PIPE CONFORMING TO ASTM F-714 FOR PIPE TO ASTM F-714 FOR PIPE TO ASTM F-714 FOR PIPE ASTM F-714 FOR PIPE ASTM F-714 FOR PIPE F-714 FOR PIPE F-714 FOR PIPE FOR PIPE FOR PIPE PIPE PIPE SIZES BETWEEN 4" IPS AND 8" IPS. 2. PURGING SHALL BE DONE THROUGH THE SERVICE PURGING SHALL BE DONE THROUGH THE SERVICE SHALL BE DONE THROUGH THE SERVICE SHALL BE DONE THROUGH THE SERVICE BE DONE THROUGH THE SERVICE BE DONE THROUGH THE SERVICE DONE THROUGH THE SERVICE DONE THROUGH THE SERVICE THROUGH THE SERVICE THROUGH THE SERVICE THE SERVICE THE SERVICE SERVICE SERVICE LINES TO ELIMINATE DANGERS ASSOCIATED WITH TO ELIMINATE DANGERS ASSOCIATED WITH TO ELIMINATE DANGERS ASSOCIATED WITH ELIMINATE DANGERS ASSOCIATED WITH ELIMINATE DANGERS ASSOCIATED WITH DANGERS ASSOCIATED WITH DANGERS ASSOCIATED WITH ASSOCIATED WITH ASSOCIATED WITH WITH WITH STATIC ELECTRICITY BUILD UP.

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COMM

AutoCAD SHX Text PRECAST CONCRETE POLYMER PULLBOX ASTMC857, A-16, OLD CASTLE PRECAST, OR EQUAL H-SERIES MODEL 1324. NOMINAL 13"WX24"LX18"D EXTERIOR STRAIGHT SIDES

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COMM IDENTIFIER LOGO CAST IN LID

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%%UISOMETRIC%%

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%%UTOP VIEW%%

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%%USECTION A%%

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FIN. GRADE

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CONCRETE PAD

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1" CLEAN STONE DRAINAGE NO HIGHER THAN 4" INSIDE BOTTOM OF PULL BOX

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EXTEND EXISTING CONDUIT UP INTO PULLBOX W/ LONG RADIUS ELBOWS

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STUB CONDUIT 6" ABOVE BOTTOM OF PULL BOX

AutoCAD SHX Text HEAVY DUTY SOLID POLYMER COVER W/ VANDAL PROOF BOLT ANCHOR HARDWARE. 16,000 LBS. WHEEL LOAD RATING

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CONCRETE PAD AROUND BOX

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VERIFY

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EXISTING COMMUNICATIONS CONDUIT - CUT OFF AND ABANDON

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INSTALL BUSHING AND SEAL END OF CONDUIT WITH CULLY #14300 "DUCT SEAL" OR EQUAL

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PULL COMMUNICATIONS CABLES BACK TO PULL BOX AND COIL SLACK INSIDE

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NO SCALE

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AutoCAD SHX Text 18-012 C3.0

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ATTACHMENT:

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FA4626-19-R-A025

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REV.

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DATE

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DESCRIPTION

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DRAWN

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APPR'D

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DRAWN BY

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REVIEWED BY

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SCALE

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DATE

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PROJECT NUMBERS

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ACAD DRAWING NUMBER

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RECORD FILE NUMBER

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AS SHOWN

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DEMO BUILDING 1702

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NZAS 20-0080

AutoCAD SHX Text 08/02/18

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TDH/GPD

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JPJ

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CDF

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OFFSITE UTILITY ABANDONMENT & DETAILS

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DEMO FIRE HYDRANT

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DEMO FIRE HYDRANT

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S C A L E

AS-BUILT DRAWINGS

(SHOWN FOR REFERENCE ONLY)

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AutoCAD SHX Text 18-012 C2.1

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ATTACHMENT:

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FA4626-19-R-A025

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REV.

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DATE

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DESCRIPTION

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DRAWN

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APPR'D

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DRAWN BY

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REVIEWED BY

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SCALE

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DATE

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PROJECT NUMBERS

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ACAD DRAWING NUMBER

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RECORD FILE NUMBER

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AS SHOWN

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DEMO BUILDING 1702

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NZAS 20-0080

AutoCAD SHX Text 08/02/18

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TDH/GPD

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JPJ

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CDF

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EXISTING BUILDING AS-BUILT ELEVATIONS AND FLOOR PLANS

AutoCAD SHX Text 24'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

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APPROXIMATE SCALE

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REMOVE ROLLING FILE SYSTEM

NOTES: 1. STANDARD OFFICE FURNITURE IS TO BE DISPOSED OF, OFF BASE.

M O N T A N A

PROJECT LOCATION

CONSTRUCTION DRAWINGS

FOR

DEMO BUILDING 1702

MALMSTROM AIR FORCE BASE, MONTANA

AUGUST 2, 2018

NZAS 20-0080

M A L M S T R O M A. F. B. , M T.

V I C I N I T Y M A P

SHEET INDEX

PROJECT

LOCATION

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18-012 CVR

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COVER SHEET

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ATTACHMENT:

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FA4626-19-R-A025

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REV.

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DATE

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DESCRIPTION

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DRAWN

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APPR'D

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DRAWN BY

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REVIEWED BY

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SCALE

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DATE

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PLATE

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PAGE

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PROJECT NUMBERS

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ACAD DRAWING NUMBER

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RECORD FILE NUMBER

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AS SHOWN

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DEMO BUILDING 1702

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NZAS 20-0080

AutoCAD SHX Text 08/02/18

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TDH/GPD

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JPJ

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CDF

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OFFICE

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SIGNATURE

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DATE

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OFFICE

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SIGNATURE

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DATE

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OFFICE

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SIGNATURE

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DATE

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OFFICE

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SIGNATURE

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DATE

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BASE CIVIL ENGINEER

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CHIEF ENGINEER

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PROJECT ENGINEER

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CE OPERATIONS

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FIRE CHIEF

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ENVIRONMENTAL ENG.

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COMMUNICATIONS

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USING AGENCY

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BIO-ENVIRONMENTAL

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SAFETY

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AT/RPEC REP

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CVR

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MISSOULA

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KALISPELL

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HELENA

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CASCADE

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CONRAD

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SHELBY

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FORT

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BENTON

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GREAT FALLS

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HAVRE

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LEWISTOWN

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1ST ST.

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U.S. HWY. 87 & 89

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GODDARD AVE.

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MAIN GATE

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PASS & I.D.

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3RD AVE. SO.

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1OTH AVE. SO.

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2ND AVE. NO.

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COMMERCIAL GATE

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U.S. HWY. 87 & 89

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BYPASS

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MISSOURI RIVER

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HOSPITAL (2055)

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5TH ST.

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CONTRACTING (145)

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FIRE DEPT.

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BASE

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POLICE

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SECURITY

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BASE CIVIL

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ENGINEERING

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SHEET NUMBER

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DESCRIPTION

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COVER SHEET & SHEET INDEX

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EXISTING TOPOGRAPHY, LEGEND, NOTES AND SURVEY

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EXISTING BUILDING AS-BUILT ELEVATIONS AND FLOOR PLANS

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TOTAL 5 SHEETS

AutoCAD SHX Text C2.1

AutoCAD SHX Text C3.0

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OFFSITE UTILITY ABANDONMENT & DETAILS

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CVR

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SITE DEMOLITION PLAN

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MODE

7-Schedule of Drawings

c1.0

Sheets and Views

C1.0

C2.0

Sheets and Views

C2.0

C3.0

Sheets and Views

C3.0

C2.1

Sheets and Views

C2.1

CVR

Sheets and Views

CVR

File details come from the government source that posted it.