Attachment_2_-_Pompeys_Pillar_Vault_Toilet_Drawings.pdf
PDF 5 MB Posted
- Attached to
- Pompeys Pillar Vault Toilet
- Solicitation number
- 140L3625Q0002
About this file
This file contains technical drawings and specifications for a vault toilet replacement project at Pompeys Pillar National Monument in Yellowstone County, Montana. The drawings detail the demolition of existing vault toilets and sidewalk, and installation of a new double vault toilet facility.
The drawings include a state reference map, vicinity map, work location map, demolition plan, site plan, vault toilet details, and concrete/grading details. Key specifications include: removal of existing vault toilets and 160 square feet of sidewalk, installation of ADA-compliant concrete sidewalk, excavation of approximately 26' x 22' area with 5' depth for the new vault, installation of crushed aggregate base course, and topsoil/seeding work. The new double vault toilet structure will be constructed with cedar shake roof texture, galvanized doors, and wall vents. The contractor must coordinate with Montana 811 for utility locates, compact subgrade to 95% maximum dry density, and minimize disturbance to existing vegetation. The drawings provide detailed elevations, dimensions, and construction specifications for the toilet facility and associated site work.
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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RECOMMENDED BY:
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SHEET
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OF
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MONTANA/DAKOTAS STATE OFFICE
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POMPEYS PILLAR VAULT TOILET REPLACEMENT
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YELLOWSTONE COUNTY
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BILLINGS FIELD OFFICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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PROJECT NO:
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AutoCAD SHX Text M:\SUPPORT_SERVICES\ENGINEERING\BIFO\RECREATION SITES\POMPEY'S\2024 POMPEYS PILLAR VAULT TOILET REPLACEMENT\CONTRACT DOCUMENTS\CADD DRAWINGS\SHEETS\PPNM VAULT TOILET - 1 - COVER SHEET.DWG
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PPNM VAULT TOILET - 1 - COVER SHEET.DWG
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COVER SHEET
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POMPEYS PILLAR VAULT TOILET REPLACEMENT
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MONTANA
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%%UDRAWING INDEX
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%%USTATE REFERENCE MAP
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SHEET
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DESCRIPTION
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COVER SHEET
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JUSTIN MILLAR
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TANNER CAHILL
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PROJECT LOCATION
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VICINITY MAP: SHEET 2
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PROJECT MAPS
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DEMOLITION PLAN
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SITE PLAN
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CONCRETE/GRADING DETAILS
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VAULT TOILET DETAILS
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NOT TO SCALE
WORK LOCATION
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PPNM VAULT TOILET - 2 - PROJECT MAPS.DWG
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PROJECT MAPS
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%%UVICINITY MAP
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%%UWORK LOCATION MAP
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MONTANA
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NAME:
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PROJECT WORK LOCATION
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INTERPRETIVE CENTER
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YELLOWSTONE RIVER
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U.S. HIGHWAY 312HIGHWAY 312
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NOT TO SCALE
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EXIT 23
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POMPEYS PILLAR MAIN PUBLIC ENTRANCE
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POMPEYS PILLAR CONSTRUCTION ENTRANCE
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POMPEYS PILLAR
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OLD INTERPRETIVE CENTER
POMPEYS PILLAR CONSTRUCTION ACCESS ROUTE
GENERAL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.
2. CONTRACTOR TO REMOVE EXISTING VAULT TOILETS AND RESPONSIBLE FOR PROPER DISPOSAL IN AN APPROVED LANDFILL.
3. CONTRACTOR TO SAW CUT ALONG THE LINE BETWEEN THE SIDEWALK TO BE DEMOLISHED AND THE POMPEYS PILLAR WALKING PATH.
4. CONTRACTOR TO REMOVE EXISTING SIDEWALK TO VAULT TOILETS AND RESPONSIBLE FOR DISPOSAL IN AN APPROVED LANDFILL.
5. CONTRACTOR TO PERFORM CLEARING AND GRUBBING AS NEEDED TO REMOVE EXISTING BRUSH AND TREES.
6. CONTRACTOR TO RE-USE SUITABLE CUT MATERIAL FROM EXCAVATION AS FILL MATERIAL TO MEET GRADE. GOVERNMENT TO APPROVE OF ALL FILL MATERIALS
PRIOR TO PLACEMENT.
7. CONTRACTOR TO SUPPLY 3 INCH MINUS PIT RUN MATERIAL AS NEEDED TO MEET THE DRAWINGS AND SPECIFICATIONS.
8. ALL RE-USED AND NEW FILL MATERIAL SHALL BE FREE OF TOPSOIL AND ORGANIC MATERIAL.
9. SUBGRADE AND ALL FILL MATERIAL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698.
10. CONTRACTOR TO SUPPLY TOPSOIL FILL MATERIAL AND GRASS SEED AS NEEDED TO MEET THE DRAWINGS AND SPECIFICATIONS.
11. DISTURBANCE OF EXISTING VEGETATION SHALL BE MINIMIZED TO THE GREATEST EXTENT POSSIBLE. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL
BE REPAIRED.
12. CONTRACTOR SHALL PROVIDE ALL SIGNAGE TO CLOSE THE CONSTRUCTION AREA.
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PPNM VAULT TOILET - 3 - DEMOLITION PLAN.DWG
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MONTNA/DAKOTAS STATE OFFICE
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REVISION
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DEMOLITION PLAN
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POMPEYS PILLAR VAULT TOILET REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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AutoCAD SHX Text M:\SUPPORT_SERVICES\ENGINEERING\BIFO\RECREATION SITES\POMPEY'S\2024 POMPEYS PILLAR VAULT TOILET REPLACEMENT\CONTRACT DOCUMENTS\CADD DRAWINGS\SHEETS\PPNM VAULT TOILET - 3 - DEMOLITION PLAN.DWG
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MONTANA
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AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING UNDERGROUND WATER LINE - DEPTH UNKNOWN, CONTRACTOR TO VERIFY
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EXISTING VEGETATED AREA
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EXISTING VEGETATED AREA
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EXISTING VAULT TOILETS TO BE REMOVED AND BACKFILLED. SEE NOTES.
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EXISTING SIDEWALK TO BE REMOVED
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EXISTING CONCRETE SIDEWALK TO BE REMOVED
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EXISTING VAULT TOILETS TO BE REMOVED
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SAW CUT LINE
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%%UDEMOLITION PLAN
CLEARING AND GRUBBING AS NEEDED
1. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH
MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.
2. CONTRACTOR TO PERFORM CLEARING AND GRUBBING AS NEEDED TO REMOVE BRUSH AND TREES.
3. CONTRACTOR TO SUPPLY CONCRETE VAULT TOILET PER DRAWINGS AND SPECIFICATIONS.
4. CONTRACTOR TO EXCAVATE FOR VAULT TOILET PLACEMENT PER THE DRAWINGS AND
SPECIFICATIONS.
5. CONTRACTOR TO BED THE VAULT TOILET WITH 8 INCHES OF 0.75"-MINUS CRUSHED AGGREGATE
BASE COURSE (CABC).
6. CONTRACTOR TO INSTALL ADA COMPLIANT CONCRETE SIDEWALK AND LANDINGS PER THE
DRAWINGS AND SPECIFICATIONS.
7. CONTRACTOR TO BED THE CONCRETE SIDEWALK AND LANDINGS WITH 6 INCHES ON 0.75" MINUS
CABC.
8. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF THE NEW SIDEWALK TIE-IN LOCATION AND ENSURE
THAT THE FLOOR OF THE CONCRETE VAULT TOILET IS PLACED AT AN ELEVATION 0.1' HIGHER THAN
THE 1% ANNUAL CHANCE FLOOD ELEVATION.
9. GOVERNMENT SHALL PROVIDE A CONTROL POINT WITH A KNOWN ELEVATION FOR CONTRACTOR
TO BASE ELEVATIONS ON.
10. CONTRACTOR TO RE-USE SUITABLE CUT MATERIAL FROM EXCAVATION AS FILL MATERIAL TO MEET
GRADE. GOVERNMENT TO APPROVE OF ALL FILL MATERIALS PRIOR TO PLACEMENT.
11. CONTRACTOR TO SUPPLY 3 INCH MINUS PIT RUN MATERIAL AS NEEDED TO MEET THE DRAWINGS
AND SPECIFICATIONS.
12. ALL RE-USED AND NEW FILL MATERIAL SHALL BE FREE OF TOPSOIL AND ORGANIC MATERIAL.
13. SUBGRADE, CABC, AND ALL FILL MATERIAL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY
DENSITY PER ASTM D-698.
14. CONTRACTOR TO SUPPLY TOPSOIL FILL MATERIAL AS NEEDED TO MEET THE DRAWINGS AND
SPECIFICATIONS.
15. DISTURBANCE OF EXISTING VEGETATION SHALL BE MINIMIZED TO THE GREATEST EXTENT
POSSIBLE. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED.
16. CONTRACTOR SHALL PROVIDE ALL SIGNAGE TO CLOSE THE CONSTRUCTION AREA.
17. CONTRACTOR TO SEED THE TOPSOIL PER THE SPECIFICATIONS WITH SUN AND SHADE TOLERANT
GRASS SEED.
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PPNM VAULT TOILET - 4 - SITE PLAN.DWG
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MONTANA/DAKOTAS STATE OFFICE
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SITE PLAN
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POMPEYS PILLAR VAULT TOILET REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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AutoCAD SHX Text M:\SUPPORT_SERVICES\ENGINEERING\BIFO\RECREATION SITES\POMPEY'S\2024 POMPEYS PILLAR VAULT TOILET REPLACEMENT\CONTRACT DOCUMENTS\CADD DRAWINGS\SHEETS\PPNM VAULT TOILET - 4 - SITE PLAN.DWG
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MONTANA
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NEW CONCRETE SIDEWALK
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NEW DOUBLE VAULT TOILET
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NEW DOUBLE VAULT TOILET PER DETAIL. SEE SHEET 5
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NEW TOPSOIL MATERIAL
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8.33% MAX.
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PRECAST CONCRETE VAULT TOILET WITH CHASE
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GRADE TO MATCH TOP OF SIDEWALKS
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TIE INTO EXISTING SIDEWALK
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NEW ADA COMPLIANT CONCRETE SIDEWALK PER DETAIL. SEE SHEET 6.
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TIE INTO EXISTING SIDEWALK
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NEW ADA COMPLIANT CONCRETE SIDEWALK PER DETAIL. SEE SHEET 6.
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8.33% MAX.
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%%USITE PLAN
NEW FILL AT 4:1 SLOPE PER DETAIL. SEE SHEET 6.
1. CONTRACTOR SUPPLIED CONCRETE DOUBLE VAULT TOILET
WITH CHASE. VAULT TOILET TO BE DELIVERED TO THE
SITE AND PLACED BY THE CONTRACTOR. CONCRETE VAULT
TO BE SET ON BASE PREPARED BY CONTRACTOR.
2. CONTRACTOR TO PERFORM EXCAVATION TO THE LINES,
GRADES, AND ELEVATIONS INDICATED IN THE DRAWINGS.
3. CONTRACTOR TO PROVIDE PROPER DEPTH WITH
ALLOWANCE MADE FOR CRUSHED AGGREGATE BASE
COURSE (CABC) BEDDING. VAULT EXCAVATION
APPROXIMATELY 26' X 22' WITH A 5' DEPTH.
4. CONTRACTOR TO COMPACT SUBGRADE TO 95% OF THE
MAXIMUM DRY DENSITY.
5. CONTRACTOR TO BED VAULT WITH CABC, PLACE TIMBERS
TO GRADE AND SCREED LEVEL. COMPACT TO 95% OF
MAXIMUM DRY DENSITY.
6. CONTRACTOR TO BACKFILL TO 6" BELOW FINISH GRADE
TO 95% OF MAXIMUM DRY DENSITY IN 6" LIFTS USING
GOVERNMENT APPROVED EMBANKMENT MATERIAL. CAP
BACKFILL WITH 6 INCHES OF TOPSOIL.
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CEDAR SHAKE ROOF TEXTURE CHARCOAL GREY COLOR
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HORIZONTAL LAP TEXTURE SAND BEIGE COLOR
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8" CABC COMPACTED IN PLACE 95% OF MAX. DRY DENSITY
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MS-2 WALL VENT (TYP. 2 PLC'S IN REAR) (VENTS TO FACE SOUTHWEST DIRECTION)
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PLACE TOP OF VAULT EVEN WITH SUBGRADE
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BLEND AB EVEN WITH TOP OF CONCRETE PAD
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2868 GALVANIZED DOOR ASSEMBLY
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3068 GALVANIZED DOOR ASSEMBLY
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BUILDING TO VAULT CONNCTION: BUTYL TAPE ADHESIVE SEALANT.
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PLACE TOP OF VAULT EVEN WITH SUBGRADE,
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BLEND AB EVEN WITH TOP OF CONCRETE PAD
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FINISH GRADE ELEV. 2883.20'
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FINISH GRADE ELEV. 2883.20'
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1% CHANCE ANNUAL FLOOD ELEV. 2883.10'
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EXISTING GRADE ELEV. 2882.00'
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1% CHANCE ANNUAL FLOOD ELEV. 2883.10'
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EXISTING GRADE ELEV. 2882.00'
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6" TOPSOIL
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BACKFILL 4:1 SLOPE
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3" MINUS FILL
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MS-13 WINDOWS
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SPRING HINGE 4 " X4 " 12" X4 " 12" (TYP. 6 PLCS)6 PLCS)
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SIGN (SI-2) (ACCESSIBLE AND UNISEX SYMBOLS) (TYP. 2 PLCS.)
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ANCHOR NAIL "X " 14"X " 34" PREDRILL " 14" (TYP. 12 PLCS)
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TWO PIECE VENT PIPE 15'-0" OVERALL HEIGHT (TYP. 2 PLCS)2 PLCS)
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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AUTOCAD
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DESIGNED BY:
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DESIGN OFFICE:
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BILLINGS FIELD OFFICE
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SHEET
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OF
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PPNM VAULT TOILET - 5 - VAULT TOILET DETAILS.DWG
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MONTANA/DAKOTAS STATE OFFICE
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MARK
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REVISION
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DATE
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APPROVED
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VAULT TOILET DETAILS
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POMPEYS PILLAR VAULT TOILET REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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MONTANA
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%%UVAULT TOILET DETAILS
1. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH
MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.
2. CONTRACTOR TO INSTALL ADA COMPLIANT CONCRETE SIDEWALK AND LANDINGS PER THE
DRAWINGS AND SPECIFICATIONS.
3. CONTRACTOR TO BED THE CONCRETE SIDEWALK AND LANDINGS WITH 6 INCHES ON 0.75" MINUS
CABC.
4. CONTRACTOR TO RE-USE SUITABLE CUT MATERIAL FROM EXCAVATION AS FILL MATERIAL TO MEET
GRADE. GOVERNMENT TO APPROVE OF ALL FILL MATERIALS PRIOR TO PLACEMENT.
5. CONTRACTOR TO SUPPLY 3 INCH MINUS PIT RUN MATERIAL AS NEEDED TO MEET THE DRAWINGS
AND SPECIFICATIONS.
6. ALL RE-USED AND NEW FILL MATERIAL SHALL BE FREE OF TOPSOIL AND ORGANIC MATERIAL.
7. SUBGRADE, CABC, AND ALL FILL MATERIAL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY
DENSITY PER ASTM D-698.
8. CONTRACTOR TO SUPPLY TOPSOIL FILL MATERIAL AS NEEDED TO MEET THE DRAWINGS AND
SPECIFICATIONS.
9. DISTURBANCE OF EXISTING VEGETATION SHALL BE MINIMIZED TO THE GREATEST EXTENT
POSSIBLE. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED.
10. CONTRACTOR SHALL PROVIDE ALL SIGNAGE TO CLOSE THE CONSTRUCTION AREA.
11. CONTRACTOR TO SEED THE TOPSOIL PER THE SPECIFICATIONS WITH SUN AND SHADE TOLERANT
GRASS SEED.
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4" CONCRETE 4000 PSI DAVIS COLORS, SANDSTONE #5237
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#4 REBAR 18" O.C. CONTINUOUS THROUGHOUT
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BACKFILL 4:1
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1.5% MAX CROSS SLOPE
AutoCAD SHX Text NOTE: 1. CONSTRUCT " WIDE X 1" DEEP CONTRACTION JOINTS SPACED 5' APART. CONSTRUCT " WIDE X 1" DEEP CONTRACTION JOINTS SPACED 5' APART. 18" WIDE X 1" DEEP CONTRACTION JOINTS SPACED 5' APART. 2. INSTALL EXPANSION JOINT BETWEEN CONCRETE SIDEWALK AND VAULT TOILET. INSTALL EXPANSION JOINT BETWEEN CONCRETE SIDEWALK AND VAULT TOILET. 3. CONCRETE SHALL HAVE COLOR ADDITIVE. DAVIS COLORS, SANDSTONE #5237.CONCRETE SHALL HAVE COLOR ADDITIVE. DAVIS COLORS, SANDSTONE #5237.
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6" TOPSOIL
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VAULT TOILET FINISHED FLOOR
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VAULT TOILET WALL
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BACKFILL 4:1
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DATE:
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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AUTOCAD
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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BILLINGS FIELD OFFICE
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SHEET
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OF
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PPNM VAULT TOILET - 6 - CONCRETE_GRADING DETAILS.DWG
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MONTANA/DAKOTAS STATE OFFICE
AutoCAD SHX Text 1/19/24
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MARK
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REVISION
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DATE
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APPROVED
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CONCRETE/GRADING DETAILS
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POMPEYS PILLAR VAULT TOILET REPLACEMENT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 1/19/24
AutoCAD SHX Text M:\SUPPORT_SERVICES\ENGINEERING\BIFO\RECREATION SITES\POMPEY'S\2024 POMPEYS PILLAR VAULT TOILET REPLACEMENT\CONTRACT DOCUMENTS\CADD DRAWINGS\SHEETS\PPNM VAULT TOILET - 6 - CONCRETE_GRADING DETAILS.DWG
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JSM
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JSM
AutoCAD SHX Text 1/19/24
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TJC
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TJC
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MONTANA
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NAME:
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%%UGRADING DETAIL
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%%UCONCRETE SIDEWALK DETAIL
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NOT TO SCALE
| PPNM Vault Toilet - 1 - Cover Sheet |
| Sheets and Views |
| Layout1 |
| PPNM Vault Toilet - 2 - Project Maps |
| Sheets and Views |
| MAP |
| PPNM Vault Toilet - 3 - Demolition Plan |
| Sheets and Views |
| Layout1 |
| PPNM Vault Toilet - 4 - Site Plan |
| Sheets and Views |
| Layout1 |
| PPNM Vault Toilet - 5 - Vault Toilet Details |
| Sheets and Views |
| Layout1 |
| PPNM Vault Toilet - 6 - Concrete_Grading Details |
| Sheets and Views |
| Layout1 |
| PPNM Vault Toilet - 4 - Site Plan.pdf |
| Sheets and Views |
| Layout1 |
File details come from the government source that posted it. Updated .