CON 436-20-105 SCHEM BLDG 150 SANITARY SEWER REPLACEMENT.pdf
PDF 2 MB Posted
- Solicitation number
- 36C25922R0096
About this file
This solicitation is for a federal construction contract to replace the sanitary sewer system at Building 150 of the Montana VA Health Care System campus in Helena, Montana. The project involves demolishing existing sewer lines ranging from 24 to 72 inches below grade, installing a new 4-inch PVC sanitary sewer pipe system encompassed in gravel fill, and replacing associated plumbing fixtures. Infection control precautions for the construction work include erecting barriers, maintaining negative air pressure, cleaning work areas upon completion, and other Class II measures. The solicitation also provides an infection control risk assessment matrix and mitigation strategies to minimize noise, vibration and impacts to surrounding areas during the project.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25922R0096 0003.docx | DOCX document | |
| Bid Questions_VA Responses.docx | DOCX document | |
| 150 Structural.pdf | ||
| 36C25922R0096 0002.docx | DOCX document | |
| S04 -Site Visit 2 Meeting Doc.docx | DOCX document | |
| 436-20-105 Sanitary Sewer Site Visit Sign-in Sheet 2.pdf | ||
| 436-20-105 Bldg 150 Sanitary Sewer Replacement_Pre-bid Site Visit Attendance_08242022.pdf | ||
| S04 -Site Visit Meeting Doc.docx | DOCX document | |
| 36C25922R0096 0001.docx | DOCX document | |
| Past Performance Questionnaire.docx | DOCX document | |
| CON 436-20-105 ICRA BLDG 150 SANITARY SEWER REPLACEMENT 02.docx | DOCX document | |
| 36C25922R0096_1.docx | DOCX document | |
| CON 436-20-105 SPEC BLDG 150 SANITARY SEWER REPLACEMENT.pdf | ||
| Asbestos Test_Building 150_01082022.pdf | ||
| Asbestos Test_Building 150_01122021.pdf |
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KEY NOTES
SHELVING TO BE MOVED INTO THIS SPACE FROM ROOM 206-F.
SHELVING TO BE FURNISHED BY THE CONTRACTOR AND
INSTALLED BY THE CONTRACTOR. SHELVES TO BE 72"W x 24"D x
60"H. SHELVES SHALL MEET OR EXCEED NATIONAL SANITATION
FOUNDATION STANDARDS. CONTRACTOR TO PROVIDE
SUBMITTALS FOR SHELVES PRIOR TO ACQUISITION OF UNITS. 11
UNITS TOTAL.
PLASTIC PALLETS TO BE FURNISHED BY THE CONTRACTOR.
CONTRACTOR TO PROVIDE SUBMITTALS FOR PALLETS PRIOR
TO ACQUISITION OF UNITS. PALLETS TO BE 36"W x 36"D x 6"H.
4 UNITS TOTAL.
SHEET NOTES
1. WORK IN THIS AREA MUST BE COMPLETED PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES RELATED TO
THE SANITARY SEWER REPLACEMENT.
2. ONCE APPROVAL OF WORK HAS BEEN GIVEN FROM THE COR,
WORK IN OTHER AREAS MAY BEGIN.
Department of Veteran Affairs
INSTALLATION OF A TEMPORARY TYPICAL STUD WALL WILL
BE REQUIRED. BARRIER TO REMAIN FOR THE DURATION OF
CONSTRUCTION. WALL WILL NEED TO BE SEALED @ THE
TOP AND BOTTOM OF THE BARRIER.
DOOR AND FRAME TO BE PROVIDED AND INSTALLED BY THE
CONTRACTOR AND IS TO REMAIN FOR THE DURATION OF
CONSTRUCTION, DOOR MUST BE COMPATIBLE WITH A
REMOVABLE BEST LOCK CYLINDER SYSTEM. VA TO PROVIDE
BEST CORE AND KEYS FOR THE DOOR
POLY BARRIER TO BE INSTALLED AND MAINTAINED
FOR THE DURATION OF THE CONSTRUCTION PERIOD
11'10"
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EDUCATOR
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RESTROOM
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CLINICAL
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VA FORM 08-6231
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STAMP:
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HELENA, MONTANA
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BLDG. 150 SANITARY SEWER REPLACEMENT
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AutoCAD SHX Text J.H.B.
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SCHEMATIC DRAWING
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PLAN NORTH
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AutoCAD SHX Text ROCKY MOUNTAIN NETWORK 19 MONTANA VA HEALTH CARE SYSTEM (436) 3687 VETERANS DRIVE FORT HARRISON, MT 59636-1500
AutoCAD SHX Text A-101
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TEMPORARY DRY STORAGE
SHEET NOTES:
1. LOCKERS IN THE MEN'S AND WOMEN'S LOCKER ROOMS
SHALL BE REMOVED AND STORED AS DIRECTED BY THE COR
DURING THE CONSTRUCTION PERIOD. LOCKERS TO BE
REUSED AS PART OF THIS PROJECT. DAMAGE AS A RESULT
OF REMOVING OR RE-INSTALLING THEM WILL REQUIRE
REPLACEMENT AT NO ADDITIONAL COST TO THE
GOVERNMENT.
2. INFECTION CONTROL WILL CONSIST OF BOTH TEMPORARY
"POLY" BARRIERS AND TYPICAL STUD CONSTRUCTION WALLS.
REPLACE TEMPORARY BARRIER IN ITS ENTIRETY IF BARRIER
IS TORN OR DAMAGED DURING THE WORK. ENSURE THE
PERIMETER OF THE BARRIER IS SEALED.
3. CONTRACTOR TO PROVIDE "WALK OFF" OR "STICKY" MATS AT
THE ENTRY AND EXITS TO THE AREA OF WORK. REPLACE AS
NEEDED. CONSTRUCTION PERSONNEL ARE REQUIRED TO
ENSURE SHOES ARE NOT TRACKING WHEN LEAVING THE
WORK SITE.
4. CONTRACTOR TO PROVIDE HEPA FILTRATION NEGATIVE AIR
MACHINES AND OTHER ACTIVE MEANS (TOOL VACUUM
SYSTEMS) WHEN DEEMED NECESSARY TO PREVENT
AIRBORNE DUST FROM DISPERSING INTO THE ENVIRONMENT
WITHIN THE CONSTRUCTION AREA.
5. CONTRACTOR IS TO ISOLATE ALL AIR VENTS WITHIN THE
AREA OR WORK. ISOLATION OF AIR VENTS AS REQUIRED TO
PREVENT AIRBORNE DUST FROM ENTERING THE VENT/DUCT.
CONTRACTOR TO REMOVE VENT/DUCT ISOLATION BARRIER
AT THE END OF THE WORK PERIOD.
6. TEMPORARY BARRIERS WILL BE ERECTED AS TO SEAL OFF
ACCESS TO CONSTRUCTION AREAS TO PATIENTS, VISITORS
AND HOSPITAL STAFF.
7. CONTRACTOR TO MAINTAIN A CLEAN AND ORDERLY, DUST,
DEBRIS, TRIP HAZARD FREE WORK AREA.
8. IN THE EVENT THAT AN EXISTING FIRE EXTINGUISHER IS NOT
READILY ACCESSIBLE DUE TO THE ERECTION OF
TEMPORARY BARRIERS, THE CONTRACTOR SHALL PROVIDE
INTERIM FIRE EXTINGUISHERS FOR THE AREA OF WORK PER
NFPA GUIDELINES FOR NUMBER AND PLACEMENT
DISTANCES.
9. CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS PRIOR
TO COMMENCING WITH THE WORK . CONTRACTOR SHALL
NOTIFY THE COR OF ANY DISCREPANCIES NOT SHOWN ON
THE PLAN(S) PRIOR TO COMMENCING WITH THE WORK.
10. HATCHED AREA DENOTE WHERE FLOOR MATERIALS SHALL
BE REMOVED IN ACCORDANCE WITH NATIONAL, STATE, AND
LOCAL CODES FOR ASBESTOS REMEDIATION.
Department of Veteran Affairs
POLY BARRIER TO BE INSTALLED AND MAINTAINED
FOR THE DURATION OF THE CONSTRUCTION PERIOD
ELEVATOR TO BE SHUT DOWN FOR THE
DURATION OF THE CONSTRUCTION PERIOD
INSTALLATION OF A TEMPORARY TYPICAL STUD WALL
WILL BE REQUIRED. BARRIER TO REMAIN FOR THE
DURATION OF CONSTRUCTION. WALL WILL NEED TO BE
SEALED @ THE TOP AND BOTTOM OF THE BARRIER.
POLY BARRIER TO BE
INSTALLED AND MAINTAINED
FOR THE DURATION OF THE
CONSTRUCTION PERIOD
EXISTING TILE AND
SHOWER PARTITIONS
SHALL BE REMOVED
EXISTING TILE AND
SHOWER PARTITIONS
SHALL BE REMOVED
EXISTING CASEWORK AND SINK TO
BE REMOVED AND DISPOSED OF BY
THE CONTRACTOR
POLY BARRIER TO BE
INSTALLED AND MAINTAINED
FOR THE DURATION OF THE
CONSTRUCTION PERIOD
BARRIER TO BE REQUIRED. TYPE
AND STYLE TO BE DETERMINED
BY CONTRACTOR AND COR.
BUILDING WILL OCCUPIED DURING
CONSTRUCTION. USE OF C02
EMITTING EQUIPMENT SHALL NOT
BE USED DURING THIS PROJECT
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LOCKER
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DIETETICS
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SHOP
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PLUMBING
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UTILITY
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LOCKERS
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MAINT. SUPV
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MEN'S
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VA FORM 08-6231
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STAMP:
AutoCAD SHX Text 04/29/2022
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AutoCAD SHX Text 436-20-105
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HELENA, MONTANA
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BLDG. 150 SANITARY SEWER REPLACEMENT
AutoCAD SHX Text T.P.
AutoCAD SHX Text J.H.B.
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SCHEMATIC DRAWING
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PLAN NORTH
AutoCAD SHX Text Approval:
AutoCAD SHX Text ROCKY MOUNTAIN NETWORK 19 MONTANA VA HEALTH CARE SYSTEM (436) 3687 VETERANS DRIVE FORT HARRISON, MT 59636-1500
AutoCAD SHX Text D-101
FLOORING DEMOLITION PLAN
4"CI
2"CI
3"CI
3"CI
3"CI
3"CI
4"CI
3"CI
2"CI
45o DROP/CONNECTION
2"CI
4"CI
3"CI; VENT OFFSET IN
CEILING
3"CI WASTE TO
VENT
3"CI
3"CI
2"CI11
2"CI
3"CI
REPLACE W/ NEW
FLOOR DRAIN & CLEAN
OUT. TIE IN EXISTING
VENT PIPE
STAIRS NOT TO BE
DAMAGED DURING
CONSTRUCTION
CONNECT TO NEWLY INSTALLED
4" PVC RISER
CAPPED
4"CI
TIE EXISTING RUN INTO
NEW PIPE WITH NEW
CONNECTION
SHEET NOTES
1. CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS PRIOR TO COMMENCING WITH THE WORK.
2. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ANY DISCREPANCIES NOT
SHOWN ON THE PLAN(S) PRIOR TO COMMENCING WITH THE WORK.
3. WHERE FLOOR DRAINS OCCUR WITHIN THE LIMITS OF CONSTRUCTION, PREVENT CONSTRUCTION DEBRIS FROM ENTERING DRAIN BODY BY SEALING DRAIN OPENING PRIOR TO START OF WORK. UNSEALDRAINS AT COMPLETION OF
CONSTRUCTION.
4. FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL CONFORM TO ALL REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE MONTANA STATE
BUILDING CODES.
5. PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPES AND DUCTS THROUGH FOUNDATIONS, FLOORS, WALLS, AND
ROOF.
6. PIPING LOCATIONS ON THE DRAWING ARE APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENTS IN THE FIELD.
7. FIELD VERIFY ALL NEW WATER, WASTE, AND VENT PIPING CONNECTIONS AND PROVIDE NEW CONNECTIONS AS
REQUIRED FOR PROPERLY OPERATING SYSTEMS.
8. INSTALL HORIZONTAL SANITARY SEWER AND VENT PIPING SLOPED AT 18" PER FOOT.
9. INSTALL VERTICAL SANITARY SEWER AND VENT PIPING TRUE AND PLUMB.
10. FIELD VERIFY LOCATION AND INVERTS OF SITE UTILITIES PRIOR TO INSTALLATION.
11. WASTE AND VENT PIPING BELOW FLOOR AND THROUGH FLOOR SHALL BE 2" MINIMUM.
12. PROVIDE CLEANOUTS IN ACCESSIBLE LOCATION AT THE BASE OF ALL PLUMBING RISERS.
13. ALL CONNECTIONS THAT INCLUDE A NEW LINE SHALL BE REPLACED AS PART OF THIS PROJECT.
14. CRITICAL: OPERABILITY OF THE EXISTING SANITARY SEWER LINE DURING CONSTRUCTION AND INSTALLATION OF NEW SANITARY SEWER LINE MUST BE MAINTAINED FOR AS LONG AS FEASIBLE. THIS WILL ENSURE VITAL HOSPITAL FUNCTIONS CONTINUE OVER THE DURATION OF THE CONSTRUCTION. COMPLETE REMOVAL OF THE EXISTING SANITARY SEWER PIPE WILL BE NECESSARY FOR PROPER CONSTRUCTION AND A TIE-OVER PERIOD WILL BE EXPECTED. CONTRACTOR TO MAKE EVERY EFFORT TO MITIGATE THE DOWN TIME DURING THE THE TRANSITION. THIS
WILL INCLUDE WEEKEND WORK SO HOSPITAL FUNCTIONS ARE MINIMALLY AFFECTED.
KEY NOTES:
INSTALL NEW SHOP SINK, TIE INTO EXISTING DOMESTIC WATER AND INTO NEW DWV SYSTEM. CONTRACTOR TO PROVIDE SUBMITTALS FOR SHOP SINK FOR APPROVAL PRIOR TO ACQUISITION OF FIXTURE. EXACT PLACEMENT OF
FIXTURE TO BE DETERMINED BY COR.
INSTALL FLUSH WITH PLAN NORTH SIDE OF COLUMN NEW GYPSUM WALL BOARD PARTITION BETWEEN A-003 AND B-006. 6" METAL STUDS, 16" 0.C., 58" TYPE X MOISTURE PROOF GWB ON NORTH SIDE OF WALL
REPLACE EXISTING LINE TO NO HUB BAND PIPE.
INSTALL MAINTENANCE ACCESS DOOR AND REPLACE ANY EXISTING DRYWALL
THE EXISTING CONCRETE FLOOR VARIES FROM 6" TO 8" IN THICKNESS. NEW REINFORCED CONCRETE FLOOR SHALL BE 4" MINIMUM THICKNESS, AND SHALL TIE INTO EXISTING CONCRETE USING DOWELS.SPACED EVERY 12" OC
INSTALL NEW SHOP SINK, WITH COUNTERTOP AREA. TIE INTO EXISTING DOMESTIC WATER AND INTO NEW DWV SYSTEM. CONTRACTOR TO PROVIDE SUBMITTALS FOR SHOP SINK FOR APPROVAL PRIOR TO ACQUISITION OF
FIXTURE. EXACT PLACEMENT OF FIXTURE TO BE DETERMINED BY THE COR.
INSTALL ELKAY DRINKING FOUNTAIN WITH WATER BOTTLE FILLER OR APPROVED EQUAL. TIE INTO EXISTING DOMESTIC WATER AND INTO NEW DWV SYSTEM. EXACT PLACEMENT OF FIXTURE TO BE DETERMINED BY COR.
NEW WATER CLOSET, LAVATORY, URINAL, AND SHOWERS TO BE SUBMITTED ON AND APPROVED BY THE COR PRIOR TO ACQUISITION OF FIXTURE. SHOWER WALLS TO BE TYPICAL STUD CONSTRUCTION WITH 12" MOISTURE PROOF
GWB ON BOTH SIDES OF WALL.
REPLACE EXISTING WATER CLOSETS AND SHOWER WITH NEW FIXTURES TO BE SUBMITTED ON AND APPROVED PRIOR TO ACQUISITION OF FIXTURE. SHOWER WALL TO BE TYPICAL STUD CONSTRUCTION WITH 12" MOISTURE
PROOF GWB ON BOTH SIDES OF WALL.
Department of Veteran Affairs
NEW CLEANOUT
NEW CLEANOUT
NEW CLEANOUT
NEW CLEANOUT
NEW CLEANOUT
NEW CLEANOUT
CONDENSATE LINES FROM THE AIR
HANDLING UNIT TO BE TIED INTO SINK
WASTE LINE AFTER DRAIN TRAP
EXISTING CONCRETE SLAB
SAW CUT & REMOVE EXISTING
CONCRETE. THICKNESS VARIES.
TRENCH
BACKFILL
4" SCH. 40 PVC SANITARY SEWER PIPE
ENCOMPASSED IN GRAVEL FILL.
3/4" MINUS WASHED FILL
GRAVEL, 95% COMPACTION
IN ACCORDANCE WITH MPWSS
EXISTING FLOORING
EXISTING LINE VARYING
IN DEPTH FROM 24" TO 72"
4 4
4" MINIMUM FILL UNDER NEW SANITARY
LINE, IN ACCORDANCE WITH MPWSS
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AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
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AutoCAD SHX Text F
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AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
STAMP:
AutoCAD SHX Text 04/29/2022
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text 436-20-105
AutoCAD SHX Text
AutoCAD SHX Text
HELENA, MONTANA
AutoCAD SHX Text
BLDG. 150 SANITARY SEWER REPLACEMENT
AutoCAD SHX Text T.P.
AutoCAD SHX Text J.H.B.
AutoCAD SHX Text
SCHEMATIC DRAWING
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text Approval:
AutoCAD SHX Text ROCKY MOUNTAIN NETWORK 19 MONTANA VA HEALTH CARE SYSTEM (436) 3687 VETERANS DRIVE FORT HARRISON, MT 59636-1500
AutoCAD SHX Text P-101
AutoCAD SHX Text
SUB-SURFACE PLUMBING AND ADDITIONS
CONCRETE FLOOR
SHEET NOTES
1. CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS PRIOR
TO COMMENCING WITH THE WORK. CONTRACTOR SHALL
NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR)
OF ANY DISCREPANCIES NOT SHOWN ON THE PLAN(S) PRIOR
TO COMMENCING WITH THE WORK.
2. SEE FLOORING SCHEDULE
3. NEW SCHEDULED FINISHES TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS FOR THE SPECIFIC SUBSTRATE.
4. PROVIDE FLOOR FINISH TRANSITIONS AS REQUIRED AT ALL
CHANGE OF MATERIAL LOCATIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SMOOTH
LEVEL SURFACE THAT MEETS/EXCEEDS THE MANUFACTURERS
INSTALLATION SPECIFICATIONS PRIOR TO THE INSTALLATION
OF ALL FLOORING MATERIALS. SELF-DRYING CEMENT-BASE
FINISH UNDERLAYMENT UNDER NEW FLOOR FINISH AREAS, PER
SPECIFICATIONS. PATCH/FLASH ALL AREAS AS NECESSARY SO
THAT NEW FLOOR MEETS LEVEL WITH ALL OTHER FLOORING
SURFACES. VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1” FOR
EVERY 10'-0” SHALL BE LEVELED BY THE CONTRACTOR.
LEVELING SHALL BE COMPLETED AND ADEQUATELY CURED
PRIOR TO RECEIVING OF NEW FLOOR FINISHES AS SCHEDULED.
6. ALL FLOORING TRANSITIONS TO OCCUR BENEATH AND AT
CENTER OF DOOR, OR CENTERLINE OF AN OPENING WHERE NO
DOOR OCCURS WHENEVER EXISTING ADJACENT FLOOR
CONDITIONS WILL ALLOW UNLESS OTHERWISE NOTED.
7. ONCE FLOORING INSTALLATION IS COMPLETE, CONTRACTOR
TO CLEAN FLOOR AS RECOMMENDED BY THE FLOORING
MANUFACTURER PRIOR TO ACCEPTANCE BY THE COR.
8. ALL NEW AND EXISTING FINISHES SCHEDULED TO REMAIN
SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE
SHALL BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST
TO THE GOVERNMENT.
9. PATCH AND REPAIR ALL EXISTING WALLS TO A “LIKE NEW”
FINISH WHERE THERE IS EXISTING WALL DAMAGE OR ITEMS
HAVE BEEN REMOVED PRIOR TO PAINTING. CONTRACTOR IS
RESPONSIBLE FOR RETURNING REMOVED ITEMS TO THEIR
ORIGINAL LOCATION UNLESS NOTED OTHERWISE OR DIRECTED
BY THE COR.
10. PAINT FOR EXISTING PARTITIONS SHALL BE SUBMITTED AND
APPROVED BY THE COR PRIOR TO THE COMMENCEMENT OF
WORK
11. INSTALL FLOORING IN A MANNER THAT ALLOWS POSITIVE
DRAINAGE TO EXISTING FLOOR DRAINS
Department of Veteran Affairs
FLOORING SCHEDULE
TEXTURED VCT, RATED FOR PALLETIZED LOADS
CONCRETE FINISH TO MATCH EXISTING
TILE ON FLOOR AND WALLS, IN SPECIFICATIONS
SECTION 09 06 00
TILE ON FLOOR AND WALLS SUITABLE FOR SHOWER
TO BE SUBMITTED ON AND APPROVED BY THE COR
BOLD LINE INDICATES WALL THAT
SHALL HAVE TILE INSTALLED
PER DETAIL 1 AND THE SHEET
NOTES AND SPECIFICATIONS
3'-6 12"
5'-3 34"
AutoCAD SHX Text B-001A
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MECHANICAL
AutoCAD SHX Text B-002
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BIOMED SHOP
AutoCAD SHX Text B-003
AutoCAD SHX Text A-003
AutoCAD SHX Text
BATHROOM
AutoCAD SHX Text B-006
AutoCAD SHX Text B-007
AutoCAD SHX Text
HSKP LOCKERS
AutoCAD SHX Text B-012
AutoCAD SHX Text C-004
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CORRIDOR
AutoCAD SHX Text C-006
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CORRIDOR
AutoCAD SHX Text C-003
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CORRIDOR
AutoCAD SHX Text B-011
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HSKP
AutoCAD SHX Text B-009
AutoCAD SHX Text B-010
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STORAGE
AutoCAD SHX Text B-008
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LOCKER ROOM
AutoCAD SHX Text C-002
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CORRIDOR
AutoCAD SHX Text B-005
AutoCAD SHX Text C-001
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CORRIDOR
AutoCAD SHX Text B-004
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HSKP
AutoCAD SHX Text B-001
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ELECTRICAL SHOP
AutoCAD SHX Text
-ROOM
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LOCKER
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STORAGE
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DIETETICS
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SHOP
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PLUMBING
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UTILITY
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MECHANICAL
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ROOM
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MECHANICAL
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LOCKERS
AutoCAD SHX Text B-015A
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MECH. UTILITY
AutoCAD SHX Text B-001B
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BIOMED SHOP
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CANTEEN
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ELEV
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NO. 1
AutoCAD SHX Text A-106
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MAINT. SUPV
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MEN'S
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WOMEN'S
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FREEZER
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WALK-IN
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TYPICAL TILE ELEVATION
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NTS
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
STAMP:
AutoCAD SHX Text 04/29/2022
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text 436-20-105
AutoCAD SHX Text
AutoCAD SHX Text
HELENA, MONTANA
AutoCAD SHX Text
BLDG. 150 SANITARY SEWER REPLACEMENT
AutoCAD SHX Text T.P.
AutoCAD SHX Text J.H.B.
AutoCAD SHX Text
SCHEMATIC DRAWING
AutoCAD SHX Text
PLAN NORTH
AutoCAD SHX Text Approval:
AutoCAD SHX Text ROCKY MOUNTAIN NETWORK 19 MONTANA VA HEALTH CARE SYSTEM (436) 3687 VETERANS DRIVE FORT HARRISON, MT 59636-1500
AutoCAD SHX Text F-101
FLOORING PLAN
| A-101.pdf |
| Sheets and Views |
| A-101 |
| D-101.pdf |
| Sheets and Views |
| D-101 |
| P-101.pdf |
| Sheets and Views |
| P-101 |
| F-101.pdf |
| Sheets and Views |
| F-101 |
File details come from the government source that posted it. Updated .