Atch 5_Drawings_Combined.pdf

PDF 5 MB Posted Jun 7, 2022

Attached to: Demo Bldg 1705 Federal contract opportunity
Solicitation number: FA4626-22-Q-0012
Issued by: Department of the Air Force Global Strike Command

About this file

Written by GovTribe AI · Dec 28, 2023

This set of construction drawings and specifications is for the demolition of Building B-1705 at Malmstrom Air Force Base in Montana. The project involves complete demolition and removal of the existing building structure and foundation down to grade, capping and abandoning existing utility connections, and restoration of the site including backfilling, grading, and seeding. Utility systems to be disconnected and abandoned in place include domestic water, sanitary sewer, natural gas, electrical, communications, and steam lines. Site work also includes removal of concrete slabs, asphalt paving, fencing and gates. Offsite work comprises abandoning and capping water and sewer lines outside the building footprint. Upon completion, the site will be returned to its previous condition with positive drainage.

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Other files for this federal contract opportunity

Other files attached to Demo Bldg 1705, newest first.
File	Type	Posted
COMBO_Amended_15 July 22.pdf	PDF	Jul 15, 2022
MFR_Amendment 002.pdf	PDF	Jul 15, 2022
COMBO_Extended.pdf	PDF	Jul 6, 2022
Atch 6_B-1705 ACM_Pb Survey Results.pdf	PDF	Jul 6, 2022
QA_6 July 2022.xlsx	XLSX spreadsheet	Jul 6, 2022
MFR_Amendment 001.pdf	PDF	Jul 6, 2022
QA_24 June 2022.xlsx	XLSX spreadsheet	Jun 27, 2022
QA_14 June 2022.xlsx	XLSX spreadsheet	Jun 15, 2022
COMBO.pdf	PDF	Jun 7, 2022
Atch 2-BidSched_Bldg1705Demo_23 May 22.xlsx	XLSX spreadsheet	Jun 7, 2022
Atch 1_Specs Combined.pdf	PDF	Jun 7, 2022
Atch 3-PastPerformance.xlsx	XLSX spreadsheet	Jun 7, 2022
Atch 4-InstalPerimAccessControl.pdf	PDF	Jun 7, 2022

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M O N T A N A

PROJECT LOCATION

CONSTRUCTION DRAWINGS

FOR

DEMO BUILDING B-1705

MALMSTROM AIR FORCE BASE, MONTANA

JANUARY, 2020

DO# 1053449

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

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

PROJECT

LOCATION

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COVER SHEET

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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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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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CVR

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COVER SHEET & SHEET INDEX

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EXISTING TOPOGRAPHY, LEGEND, NOTES AND SURVEY

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TOTAL 4 SHEETS

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OFFSITE UTILITY ABANDONMENT & DETAILS

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SITE DEMOLITION PLAN

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MODE

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ATTACHMENT:

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FA4626-XX-X-XXXX

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ACAD DRAWING NUMBER

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AS SHOWN

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DEMO BUILDING B-1705

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TDH/GPD

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SIGNATURE

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OFFICE

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SIGNATURE

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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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HOSPITAL (2055)

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LEGEND

EXISTING DESCRIPTION

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MALMSTROM AIR FORCE BASE, MONTANA

GENERAL NOTES

WATER AND NATURAL GAS NOTES

SURVEY DATA

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RESCUE ROAD

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OBVIOUS TRENCH NO LOCATES

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OBVIOUS TRENCH NO LOCATES

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ELECTRIC - UNDERGROUND

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WATERLINE

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STORM DRAIN

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SANITARY SEWER

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HOT WATER

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GAS

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TREE - CONIFEROUS

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TRAFFIC SIGN

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ELECTRIC - OVERHEAD

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POWER POLE

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ROOF DRAIN

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INLET & INLET APRON

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FENCE - CHAIN LINK

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ELECTRICAL OUTLET

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FIRE HYDRANT

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GUY WIRE

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GAS METER

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LIGHT POLE

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EDGE OF ASPHALT

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INLET

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GATE

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CONTOUR

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CONCRETE

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CULVERT

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BUILDING

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BARRIER POST

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BORING

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TELEPHONE - UNDERGROUND

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STORM DRAIN MANHOLE

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SANITARY SEWER MANHOLE

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WATER VALVE

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CONDUIT

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ASPHALT DEMO

AutoCAD SHX Text HORIZONTAL COORDINATES ARE REPORTED TO BE MONTANA STATE PLANE COORDINATES, ZONE 2500, NAD 83 DATUM. UNITS ARE INTERNATIONAL FEET. THEY WERE PROJECTED WITH SURVEY QUALITY GPS FROM MAFB CONTROL POINT #59. VERTICAL DATUM IS REPORTED TO BE NAVD 88, UNITS ARE U.S. SURVEY FEET. THEY WERE PROJECTED WITH SURVEY QUALITY GPS FROM MAFB CONTROL POINT #59.

AutoCAD SHX Text BENCHMARKS: TOP OPERATING NUT FIRE HYDRANT +/- 150' WEST OF BLDG 1705 = 3432.35 CONTROL POINT 4, 5/8" RBR W/ RPC = 3423.89

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CP, LARGE NAIL IN HUB

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CP, 5/8" RBR W/ RPC

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CP, LARGE NAIL IN HUB

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ATTACHMENT:

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FA4626-XX-X-XXXX

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AS SHOWN

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DEMO BUILDING B-1705

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TDH/GPD

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EXISTING TOPOGRAPHY, LEGEND, NOTES AND SURVEY DATA

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCESSING THEIR OWN WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCESSING THEIR OWN WORK WORK CLEARANCE REQUEST (AF FORM 103) AND COORDINATE WITH GOVERNMENT (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 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 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 HAND EXCAVATION WILL BE UTILIZED WITHIN 3 FEET OF ALL UNDERGROUND ELECTRICAL COMMUNICATION OR GAS LINES. 6. AS-BUILT STRUCTURAL PLANS OF THE EXISTING BUILDING ARE PROVIDED IN AS-BUILT STRUCTURAL PLANS OF THE EXISTING BUILDING ARE PROVIDED IN THE SPECIFICATIONS APPENDIX FOR CONTRACTOR'S REFERENCE. (FIELD VERIFY) 7. A MONTANA DEQ SWPPP AND NOI IS NOT REQUIRED PROVIDED CONTRACTOR A MONTANA DEQ SWPPP AND NOI IS NOT REQUIRED PROVIDED CONTRACTOR DISTURBANCE AREA IS LESS THAN ONE ACRE.

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1. THE CONTRACTOR SHALL NOTIFY MALMSTROM AIR FORCE BASE WATER THE CONTRACTOR SHALL NOTIFY MALMSTROM AIR FORCE BASE WATER DEPARTMENT 24-HOURS PRIOR TO BEGINNING ANY WORK. 2. ANY EXISTING VALVES WHICH CONTROL MALMSTROM AIR FORCE BASE WATER 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 GIS, AS-CONSTRUCTED EXISTING PIPELINES AND FITTINGS ARE SHOWN, BASED ON GIS, 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 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 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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C1.0

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

DEMOLITION PLAN

MECHANICAL DEMO FLAG NOTES

ELECTRICAL DEMO FLAG NOTES

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RESCUE ROAD

AutoCAD SHX Text COMPLETELY DEMOLISH EXISTING BUILDING. REMOVE CONCRETE FOUNDATION COMPLETELY INCLUDING STEM WALLS AND FOOTINGS. FILL AND COMPACT EXCAVATION TO GENERALLY MATCH ADJOINING SLOPES AND TO MAINTAIN POSITIVE DRAINAGE WITH A MINIMUM 0.5% SLOPE. TOPSOIL AND SEED DISTURBED AREA.

AutoCAD SHX Text VERIFY LOCATION, EXCAVATE, AND EXPOSE EXISTING SEWER WYE AT MAIN AND INSTALL WATER TIGHT CAP ON SERVICE LINE & WYE FITTING.

AutoCAD SHX Text ABANDON 2" DOMESTIC WATER SERVICE IN PLACE. INSTALL WATER TIGHT CAP ON ENDS OF ABANDONED SERVICES.

AutoCAD SHX Text ABANDON SANITARY SEWER IN-PLACE. INSTALL WATER TIGHT CAP ON END OF ABANDONED SERVICE.

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PROTECT CURB

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CUT, PURGE, CAP, & ABANDON GAS SERVICE LINE IN PLACE.

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DEMOLISH EXISTING CONCRETE SLAB & BASE GRAVEL

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PROTECT 25 FOOT WIDTH OF EXISTING ASPHALT SURFACING

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PROTECT FENCE

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DEMO FENCE AND GATE

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BLDG 1705

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LIMIT OF ASPHALT REMOVAL

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LIMITS OF DISTURBANCE

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VALVE STATION VS400

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VALVE STATION VS1705

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ATTACHMENT:

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FA4626-XX-X-XXXX

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REV.

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DESCRIPTION

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DRAWN

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AS SHOWN

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DEMO BUILDING B-1705

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TDH/GPD

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JPJ

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MWC

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SITE DEMOLITION PLAN

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1. EXISTING ABOVE GRADE HTHW SUPPLY/RETURN LINES SUPPORT EXISTING ABOVE GRADE HTHW SUPPLY/RETURN LINES SUPPORT PEDESTALS (8 STEEL AND 1 CONCRETE) TO REMAIN. 2. REMOVE DIRECT BURY HTHW SUPPLY/RETURN LINES COMPLETE FROM REMOVE DIRECT BURY HTHW SUPPLY/RETURN LINES COMPLETE FROM ABOVE GRADE TAKEOFFS AT VALVE STATION VS1705 TO BUILDING ENTRANCE. 3. CUT AND WELD CAPS FOR DIRECT BURY HTHW LINE TAKEOFFS. REFER CUT AND WELD CAPS FOR DIRECT BURY HTHW LINE TAKEOFFS. REFER TO SPECIFICATION SECTION 23 21 15 FOR HTHW SYSTEM AND WELDING REQUIREMENTS. CAP PIPE TAKEOFFS AS CLOSE TO HTHW MAIN AS POSSIBLE.

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1. REMOVE POWER POLES W5-6 THROUGH W5-9 AND ANY ASSOCIATED REMOVE POWER POLES W5-6 THROUGH W5-9 AND ANY ASSOCIATED GUY WIRES AND DEADMAN ANCHORS. OVERHEAD PRIMARY HAS ALREADY BEEN REMOVED FROM THESE POLES. 2. REMOVE EXISTING OVERHEAD CABLE TELEVISION LINE RUNNING FROM REMOVE EXISTING OVERHEAD CABLE TELEVISION LINE RUNNING FROM W5-3 TO W5-9, COORDINATE WITH SPECTRUM COMMUNICATIONS. 3. REMOVE EXISTING EMCS FIBER RUNNING FROM W5-3 TO W5-9 BACK REMOVE EXISTING EMCS FIBER RUNNING FROM W5-3 TO W5-9 BACK TO POLE W5-3. COIL AND HANG ON POLE. 4. EXISTING 5KVA POLE MOUNTED TRANFORMER TO REMAIN TO FEED EXISTING 5KVA POLE MOUNTED TRANFORMER TO REMAIN TO FEED EXISTING POLE MOUNTED LIGHT FIXTURE. 5. REMOVE POLE AND OVERHEAD SECONDARY LINE FROM POLE MOUNTED REMOVE POLE AND OVERHEAD SECONDARY LINE FROM POLE MOUNTED TRANSFORMER ON POLE W5-2. REMOVE POLE AND ANY GUY WIRES AND DEADMAN ANCHORS. REMOVE ALL SECONDARY GOING DOWN POLE AND ASSOCIATED DISCONNECT SWITCH. 6. REMOVE HEAD BOLT HEATER RECEPTACLES, ASSOCIATED CONDUIT AND REMOVE HEAD BOLT HEATER RECEPTACLES, ASSOCIATED CONDUIT AND WIRE, AND POSTS, TYPICAL OF 5. 7. AT POLE W5-8, REMOVE MULTIPLE ABANDONED SERVICE DROPS AND AT POLE W5-8, REMOVE MULTIPLE ABANDONED SERVICE DROPS AND ASSOCIATED CONDUIT, WIRING AND DISCONNECTS FROM THIS POLE. REMOVE PLYWOOD BACKBOARD AS WELL. SEE PHOTO THIS SHEET. 8. REMOVE RV RECEPTACLE, POST, AND ASSOCIATED WIRING BACK TO REMOVE RV RECEPTACLE, POST, AND ASSOCIATED WIRING BACK TO POLE W5-8. ABANDON CONDUIT IN PLACE. 9. REMOVE SERVICE DROP RISER CONDUIT ADJACENT TO POLE W7-3 AND REMOVE SERVICE DROP RISER CONDUIT ADJACENT TO POLE W7-3 AND ALL ASSOCIATED SECONDARY CONDUCTORS BACK TO ELECTRICAL ROOM IN BUILDING 1705. ABANDON UNDERGROUND CONDUIT IN PLACE. 10. EXISTING OVERHEAD EMCS FIBER OPTIC LINE AT POLE W7-3 HAS EXISTING OVERHEAD EMCS FIBER OPTIC LINE AT POLE W7-3 HAS ALREADY BEEN DISCONNECTED FROM BUILDING 1705. COIL UP FIBER AND HANG ON POLE. 11. REMOVE UNDERGROUND TELEPHONE LINE TO TELEPHONE BOARD IN REMOVE UNDERGROUND TELEPHONE LINE TO TELEPHONE BOARD IN BUILDING 1705. ABANDON CONDUIT IN PLACE. 12. DISCONNECT AND PULL OUT EXISTING FIBER OPTIC CABLE FROM DISCONNECT AND PULL OUT EXISTING FIBER OPTIC CABLE FROM BUILDING, COIL, AND LEAVE IN EXISTING MANHOLE.

C2.0

TRENCH DETAIL 1

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PLUG NATURAL GAS LINE DETAIL 2

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WATER MAIN DISCONNECTION DETAIL 3

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WATER AND GAS DISCONNECTION LOCATION MAP

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

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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 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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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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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

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EXISTING STREET SURFACE

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NOT TO SCALE

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NOT TO SCALE

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CUT, PURGE AND CAP 2" HDPE PIPE. (VERIFY)

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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HDPE CAP

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CUT, PURGE AND CAP 2" HDPE SERVICE TO B-1705 SEE DETAIL

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DISCONNECT WATER MAIN SEE DETAIL

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NO SCALE

AutoCAD SHX Text NOTE REMOVE AND REPAIR ASPHALT SURFACING AS REQUIRED TO DISCONNECT WATER MAIN. ASPHALT AND GRAVEL THICKNESS TO MATCH EXISTING

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INSTALL 8" FLEXIBLE REPAIR COUPLING, USE WAX TAPE SEALING SYSTEM ON COUPLING

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REMOVE EXISTING CONCRETE THRUST BLOCK

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

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REMOVE 8" TEE

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INSTALL 6' NEW 8" PVC WATER MAIN. EXCAVATION AND BACKFILL PER DETAIL

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INSTALL 8" FLEXIBLE REPAIR COUPLING, USE WAX TAPE SEALING SYSTEM ON COUPLING

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EXISTING 8" PVC WATERLINE

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EDGE OF ASPHALT

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OFFSITE UTILITY ABANDONMENT & DETAILS

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ATTACHMENT:

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FA4626-XX-X-XXXX

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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 B-1705

AutoCAD SHX Text 1053449

AutoCAD SHX Text 1.29.20

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TDH/GPD

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JPJ

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MWC

AutoCAD SHX Text 19062-C3.0

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AutoCAD SHX Text 100'

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AutoCAD SHX Text S C A L E

C3.0

Sheets and Views

19062-C0.0-CVR

19062-C1.0-C1.0

19062-C2.0-C2.0

19062-C3.0-C3.0

File details come from the government source that posted it. Updated Jun 7, 2022.