Attachment_2_-_Drawings_2022.pdf

BILLINGS RETARDANT AIR TANKER BASE FOG SEAL PLAN3

GENERAL NOTES:

1. CONSTRUCTION SHALL BE STAGED TO ALLOW THE PARKING LOT TO REMAIN OPEN FOR

GOVERNMENT AND PUBLIC USE DURING CONSTRUCTION. TRAFFIC CONTROL PLAN

SHALL ADDRESS THIS REQUIREMENT.

2. CRACK SEAL ESTIMATED QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY.

ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO SWEEP ASPHALT AND EVALUATE

CRACKS. ALL CRACK SEAL LOCATIONS AND QUANTITIES ARE TO BE APPROVED BY THE

CONTRACTING OFFICER REPRESENTATIVE PRIOR TO BEGINNING CRACK SEAL WORK.

SEE SPECIFICATION MT-02878(1) CRACK SEAL.

3. CRACK SEAL JOINTS BETWEEN ASPHALT AND CONCRETE PAVEMENTS.

4. CONTRACTOR IS TO REMOVE ALL PINDOWN PARKING CURBS, PRIOR TO CLEANING

EXISTING PAVEMENT.

5. CONTRACTOR TO REPLACE ALL PINDOWN PARKING CURBS AT THEIR PRIOR LOCATIONS

AFTER APPLICATION OF FOG SEAL.

BILLINGS RETARDANT AIR TANKER BASE STRIPING PLAN4

1. STRIPING IS SCHEMATICALLY LAID OUT IN THIS DRAWING, AND DOES NOT CURRENTLY

EXIST AT THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LAY OUT AND

PERFORM STRIPING ACCORDING TO THIS SCHEMATIC. USE STRIPING DETAIL SHEET 11

AS A REFERENCE FOR STRIPING DIMENSIONS. ALL MARKINGS SHALL MEET ADA

STANDARDS.

2. STRIPE PLAN ESTIMATED QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY.

ACTUAL QUANTITIES MAY VARY. SEE SPECIFICATION MT-02765(1) PAVEMENT MARKING

FOR PAY QUANTITY UNIT OF MEASUREMENT.

3. DO NOT APPLY PAVEMENT MARKING PAINT UNTIL LAYOUT, COLORS, AND PLACEMENT

HAVE BEEN VERIFIED AND APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE.

4. CONSTRUCTION SHALL BE STAGED TO ALLOW THE PARKING LOT TO REMAIN OPEN FOR

GOVERNMENT AND PUBLIC USE DURING CONSTRUCTION. TRAFFIC CONTROL PLAN SHALL

ADDRESS THIS REQUIREMENT.

1. CONSTRUCTION SHALL BE STAGED TO ALLOW THE PARKING LOT TO REMAIN OPEN FOR

GOVERNMENT AND PUBLIC USE DURING CONSTRUCTION. TRAFFIC CONTROL PLAN

SHALL ADDRESS THIS REQUIREMENT.

2. CRACK SEAL ESTIMATED QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY.

ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO SWEEP ASPHALT AND EVALUATE

CRACKS. ALL CRACK SEAL LOCATIONS AND QUANTITIES ARE TO BE APPROVED BY THE

CONTRACTING OFFICER REPRESENTATIVE PRIOR TO BEGINNING CRACK SEAL WORK.

SEE SPECIFICATION MT-02878(1) CRACK SEAL.

3. CRACK SEAL JOINTS BETWEEN ASPHALT AND CONCRETE PAVEMENTS.

4. CONTRACTOR IS TO REMOVE ALL PINDOWN PARKING CURBS, PRIOR TO CLEANING

EXISTING PAVEMENT.

5. CONTRACTOR TO REPLACE ALL PINDOWN PARKING CURBS AT THEIR PRIOR LOCATIONS

AFTER APPLICATION OF FOG SEAL.

6. CONTRACTOR IS RESPONSIBLE FOR REESTABLISHING STRIPING TO MATCH EXISTING

STRIPING.

POMPEYS PILLAR NATIONAL MONUMENT FOG SEAL PLAN5

POMPEYS PILLAR NATIONAL MONUMENT STRIPING PLAN6

1. STRIPING SHOWN IN THIS DRAWING IS FOR REFERENCE ONLY. CONTRACTOR IS

RESPONSIBLE FOR REESTABLISHING STRIPING TO MATCH EXISTING STRIPING.

CONTRACTOR MUST ESTABLISH THE LOCATION OF EACH PARKING STRIPE PRIOR TO

BEGINNING THE FOG SEAL. THE CONTRACTOR SHALL NOTE THE BEGINNING AND TAIL

END OF ALL EXISTING PARKING LANES. THE CONTRACTOR MAY USE FLEXIBLE,

TEMPORARY RAISED PAVEMENT MARKINGS.

2. STRIPE PLAN ESTIMATED QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY.

ACTUAL QUANTITIES MAY VARY. SEE SPECIFICATION MT-02765(1) PAVEMENT

MARKING FOR PAY QUANTITY UNIT OF MEASUREMENT.

3. DO NOT APPLY PAVEMENT MARKING PAINT UNTIL LAYOUT, COLORS, AND PLACEMENT

HAVE BEEN VERIFIED AND APPROVED BY THE CONTRACTING OFFICER

REPRESENTATIVE.

4. CONSTRUCTION SHALL BE STAGED TO ALLOW THE PARKING LOT TO REMAIN OPEN

FOR GOVERNMENT AND PUBLIC USE DURING CONSTRUCTION. TRAFFIC CONTROL

PLAN SHALL ADDRESS THIS REQUIREMENT.

EASTERN MONTANA-DAKOTAS DISTRICT OFFICE FOG SEAL PLAN7

1. CONSTRUCTION SHALL BE STAGED TO ALLOW THE PARKING LOT TO REMAIN OPEN FOR

GOVERNMENT AND PUBLIC USE DURING CONSTRUCTION. TRAFFIC CONTROL PLAN

SHALL ADDRESS THIS REQUIREMENT.

2. CRACK SEAL ESTIMATED QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY.

ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO SWEEP ASPHALT AND EVALUATE

CRACKS. ALL CRACK SEAL LOCATIONS AND QUANTITIES ARE TO BE APPROVED BY THE

CONTRACTING OFFICER REPRESENTATIVE PRIOR TO BEGINNING CRACK SEAL WORK.

SEE SPECIFICATION MT-02878(1) CRACK SEAL.

3. CRACK SEAL JOINTS BETWEEN ASPHALT AND CONCRETE PAVEMENTS.

4. CONTRACTOR IS TO REMOVE ALL PINDOWN PARKING CURBS, PRIOR TO CLEANING

EXISTING PAVEMENT.

5. CONTRACTOR TO REPLACE ALL PINDOWN PARKING CURBS AT THEIR PRIOR LOCATIONS

AFTER APPLICATION OF FOG SEAL.

6. CONTRACTOR IS RESPONSIBLE FOR REESTABLISHING STRIPING TO MATCH EXISTING

STRIPING.

EASTERN MONTANA-DAKOTAS DISTRICT OFFICE FOG SEAL PLAN8

1. STRIPING SHOWN IN THIS DRAWING IS FOR REFERENCE ONLY. CONTRACTOR IS

RESPONSIBLE FOR REESTABLISHING STRIPING TO MATCH EXISTING STRIPING.

CONTRACTOR MUST ESTABLISH THE LOCATION OF EACH PARKING STRIPE PRIOR

TO BEGINNING THE FOG SEAL. THE CONTRACTOR SHALL NOTE THE BEGINNING

AND TAIL END OF ALL EXISTING PARKING LANES. THE CONTRACTOR MAY USE

FLEXIBLE, TEMPORARY RAISED PAVEMENT MARKINGS.

2. STRIPE PLAN ESTIMATED QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY.

ACTUAL QUANTITIES MAY VARY. SEE SPECIFICATION MT-02765(1) PAVEMENT

MARKING FOR PAY QUANTITY UNIT OF MEASUREMENT.

3. DO NOT APPLY PAVEMENT MARKING PAINT UNTIL LAYOUT, COLORS, AND

PLACEMENT HAVE BEEN VERIFIED AND APPROVED BY THE CONTRACTING OFFICER

REPRESENTATIVE.

4. CONSTRUCTION SHALL BE STAGED TO ALLOW THE PARKING LOT TO REMAIN OPEN

FOR GOVERNMENT AND PUBLIC USE DURING CONSTRUCTION. TRAFFIC CONTROL

PLAN SHALL ADDRESS THIS REQUIREMENT.

1. CONSTRUCTION SHALL BE STAGED TO ALLOW THE PARKING LOT TO REMAIN OPEN

TO GOVERNMENT AND PUBLIC USE DURING CONSTRUCTION. TRAFFIC CONTROL

PLAN SHALL ADDRESS THIS REQUIREMENT.

2. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES.

COORDINATE WITH MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.

UTILITY PULL-BOX ENCLOSURE PLAN

NO SCALE9

1A

2% MAX2% MAX

1. CONTRACTOR TO FIELD VERIFY ELEVATIONS AND SLOPES OF THE EXISTING ASPHALT.

2. CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC AND PRIVATE UTILITY LOCATES. COORDINATE WITH

MONTANA 811 AND ANY OTHER NECESSARY ENTITIES.

3. CONTRACTOR TO INSTALL THE NEW UTILITY PULL-BOX ENCLOSURE AT AN ELEVATION THAT PREVENTS

WATER FROM POOLING ON IT AND ENTERING IT, BUT CREATES THE MOST MINIMUM GRADE OF ASPHALT

POSSIBLE AROUND IT.

4. CONTRACTOR TO COMPLETE INSTALLATION OF THE NEW UTILITY PULL-BOX ENCLOSURE ONLY AFTER

APPROVAL OF THE CONTRACTING OFFICER REPRESENTATIVE.

5. 3 4" MINUS AGGREGATE ROAD BASE COURSE SHALL BE COMPACTED TO 95% DENSITY PER ASTM D-698 OR

AASHTO T-99.

6. CONSTRUCTION SHALL BE STAGED TO ALLOW THE PARKING LOT TO REMAIN OPEN TO GOVERNMENT AND PUBLIC USE DURING CONSTRUCTION. TRAFFIC CONTROL PLAN SHALL ADDRESS THIS REQUIREMENT.

NEW UTILITY PULL-BOX ENCLOSURE TYPICAL CROSS SECTION

NO SCALE10

1A

STRIPING DETAILS11

1. CONTRACTOR MUST ESTABLISH THE LOCATION OF EACH PARKING STRIPE PRIOR TO

BEGINNING THE FOG SEAL. THE CONTRACTOR SHALL NOTE THE BEGINNING AND

TAIL END OF ALL EXISTING PARKING LANES. THE CONTRACTOR MAY USE FLEXIBLE,

TEMPORARY RAISED PAVEMENT MARKINGS.