Sundance_Vault_Toilet_-_Drawings.pdf

WORK LOCATION

SUNDANCE PARKING LOT VAULT TOILET PLAN 13

SUNDANCE PARKING LOT

THIEL ROAD

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 SUPPLY CONCRETE VAULT TOILET.

3. CONTRACTOR TO EXCAVATE FOR VAULT TOILET PLACEMENT.

4. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF THE EXISTING PARKING LOT AND ENSURE THAT THE FLOOR OF THE CONCRETE VAULT TOILET IS PLACED AT AN

ELEVATION 2' HIGHER THAN THE 1% ANNUAL CHANCE FLOOD ELEVATION.

5. GOVERNMENT SHALL PROVIDE A CONTROL POINT WITH A KNOWN ELEVATION FOR CONTRACTOR TO BASE ELEVATIONS ON.

6. BED THE VAULT TOILET WITH 8-INCHES OF 1.5"-MINUS CRUSHED AGGREGATE BASE COURSE (CABC) COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM

D-698.

7. COMPACT THE SUBGRADE T0 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698.

8. CONTRACTOR TO RE-USE SUITABLE CUT MATERIAL FROM EXCAVATION FOR THE VAULT TOILET AS FILL MATERIAL TO MEET GRADE. CONTRACTING OFFICER

REPRESENTATIVE (COR) TO APPROVE OF ALL FILL MATERIALS PRIOR TO PLACEMENT.

9. CONTRACTOR TO SUPPLY 3"-MINUS FILL MATERIAL AS NEEDED TO MEET THE DRAWINGS AND SPECIFICATIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% OF

THE MAXIMUM DRY DENSITY PER ASTM D-698.

10. 1.5"-MINUS CRUSHED AGGREGATE BASE COURSE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698.

11. CONSULT WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR THE REMOVAL AND REPLACEMENT LOCATIONS OF LANDSCAPE ROCK.

12. DISTURBANCE OF EXISTING VEGETATION SHALL BE MINIMIZED TO THE GREATEST EXTENT POSSIBLE. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL

BE REPAIRED.

13. CONTRACTOR SHALL PROVIDE ALL SIGNAGE TO CLOSE THE CONSTRUCTION AREA.

SUNDANCE VAULT TOILET PLAN 21A

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 SUPPLY CONCRETE VAULT TOILET.

3. CONTRACTOR TO EXCAVATE FOR VAULT TOILET PLACEMENT.

4. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF THE EXISTING PARKING LOT AND ENSURE THAT THE FLOOR

OF THE CONCRETE VAULT TOILET IS PLACED AT AN ELEVATION 2' HIGHER THAN THE 1% ANNUAL CHANCE

FLOOD ELEVATION.

5. GOVERNMENT SHALL PROVIDE A CONTROL POINT WITH A KNOWN ELEVATION FOR CONTRACTOR TO BASE

ELEVATIONS ON.

6. BED THE VAULT TOILET WITH 8-INCHES OF 1.5"-MINUS CRUSHED AGGREGATE BASE COURSE (CABC)

COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698.

7. COMPACT THE SUBGRADE T0 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698.

8. CONTRACTOR TO RE-USE SUITABLE CUT MATERIAL FROM EXCAVATION FOR THE VAULT TOILET AS FILL

MATERIAL TO MEET GRADE. CONTRACTING OFFICER REPRESENTATIVE (COR) TO APPROVE OF ALL FILL

MATERIALS PRIOR TO PLACEMENT.

9. CONTRACTOR TO SUPPLY 3"-MINUS FILL MATERIAL AS NEEDED TO MEET THE DRAWINGS AND SPECIFICATIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698.

10. 1.5"-MINUS CRUSHED AGGREGATE BASE COURSE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY

DENSITY PER ASTM D-698.

11. CONSULT WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR THE REMOVAL AND REPLACEMENT

LOCATIONS OF LANDSCAPE ROCK.

12. DISTURBANCE OF EXISTING VEGETATION SHALL BE MINIMIZED TO THE GREATEST EXTENT POSSIBLE. ALL

AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED.

VAULT TOILET DETAIL1A

CONCRETE SIDEWALK DETAIL2A

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 SUPPLY CONCRETE VAULT TOILET.

3. CONTRACTOR TO EXCAVATE FOR VAULT TOILET PLACEMENT.

4. CONTRACTOR TO FIELD VERIFY ELEVATIONS OF THE EXISTING PARKING LOT AND ENSURE THAT THE FLOOR OF THE CONCRETE VAULT TOILET IS PLACED AT AN

ELEVATION 2' HIGHER THAN THE 1% ANNUAL CHANCE FLOOD ELEVATION.

5. GOVERNMENT SHALL PROVIDE A CONTROL POINT WITH A KNOWN ELEVATION FOR CONTRACTOR TO BASE ELEVATIONS ON.

6. BED THE VAULT TOILET WITH 8-INCHES OF 1.5"-MINUS CRUSHED AGGREGATE BASE COURSE (CABC) COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM

D-698.

7. COMPACT THE SUBGRADE T0 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698.

8. CONTRACTOR TO RE-USE SUITABLE CUT MATERIAL FROM EXCAVATION FOR THE VAULT TOILET AS FILL MATERIAL TO MEET GRADE. CONTRACTING OFFICER

REPRESENTATIVE (COR) TO APPROVE OF ALL FILL MATERIALS PRIOR TO PLACEMENT.

9. CONTRACTOR TO SUPPLY 3"-MINUS FILL MATERIAL AS NEEDED TO MEET THE DRAWINGS AND SPECIFICATIONS. FILL MATERIAL SHALL BE COMPACTED TO 95% OF

THE MAXIMUM DRY DENSITY PER ASTM D-698.

10. 1.5"-MINUS CRUSHED AGGREGATE BASE COURSE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-698.

11. CONSULT WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR THE REMOVAL AND REPLACEMENT LOCATIONS OF LANDSCAPE ROCK.

12. DISTURBANCE OF EXISTING VEGETATION SHALL BE MINIMIZED TO THE GREATEST EXTENT POSSIBLE. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL

BE REPAIRED.