MISSOURI DEPARTMENT OF TRANSPORTATION

AVIATION SECTION

CONSTRUCTION PLANS CHECKLIST

(Airport Name) / (Project Number)

COVER SHEET

Included Correct N/A

1. Airport name

2. Airport location

3. Owner/Sponsor name

4. MoDOT project number

5. Brief description of project

6. Index of drawing sheets

7. Location map (airport & major highway access)

8. Date

PROJECT LAYOUT PLAN

1. Table of quantities (matches proposal form in the

project manual)

2. Airport layout

3. Site plan

4. Specific improvement notes

5. General construction notes

6. Earthwork table

SAFETY AND PHASING PLAN

1. AC 150/5370-2 “Operational Safety on Airports

During Construction

2. Table of standards (safety areas, object free areas,

obstacle free zones…)

3. Site access

4. Haul routes and staging areas

5. Form 7460-1 Airspace notifications

6 Stock piles

7. NOTAM issuance including navaid shutdowns

8. Sequence of construction

9. Pavement closures and threshold displacements

10. Temporary marking and lighting

11. Barricade requirements

12. Traffic control

13 Environmental issues

14. Security issues

TYPICAL SECTIONS

Included Correct N/A

1. Design criteria matches engineer’s report

2. Runway and/or taxiway width

3. Safety area width

4. Primary surface width

5. Pavement section and thicknesses

6. Transverse slopes for pavement sections

(taxiways have constant cross-slope)

7. Transverse slopes for safety area grading

(constant cross-slope off pavement edge)

8. 1½” pavement edge drop-off

9. Base width beyond pavement edge

10. Depth and density requirements for subgrade

under paved areas

11. Stationing for each typical section

12. Edge drains

RUNWAY PLAN AND PROFILE

1. Horizontal and vertical scale

2. Maximum longitudinal grades

3. Maximum allowable grade change

4. Minimum vertical curve lengths

5. Minimum allowable distance between points of

intersection

6. Minimum line of sight

7. Runway/taxiway separation

8. Fillet dimensions

9. Type of pipe, length, and flow-line grades

10. Flared ends

11. Edge drains, outlet pipes, and splash pads

12. Turnarounds provided

TAXIWAY PLAN AND PROFILE

1. Horizontal and vertical scales

2. Maximum longitudinal grades

3. Maximum allowable grade change

4. Minimum vertical curve lengths

5. Minimum allowable distance between points of

intersection

6. Runway/taxiway separation

7. Fillet dimensions

8. Type of pipe, length, and flow-line grades

9. Flared ends

10. Edge drains, outlet pipes, and splash pads

GRADING AND DRAINAGE PLAN

Included Correct N/A

1. Contour lines

2. All areas will drain properly

3. No ditches in the safety areas

4. Direction of flows indicated

5. Erosion control measures

6. Rock lining at outlet pipe ends

7. Rock lining in steep ditches, which are susceptible

to high erosion

8. Shoulder width is adequate to support footings

for PAPI’s, REIL’s, and runway hold signs

PAVEMENT JOINT PLAN

Chapter 5 - Pavements For Light Aircraft (AC 150/5320-6D):

1. Jointing details1 (reference figures 5-3).

A. Expansion Joints

Type "B" Thickened Edge

B. Contraction Joints

Type "C" Hinged

Type "D" Doweled

Type "E" Dummy

C. Construction Joints

Type "F" Doweled

2. Joint layout patterns1

3. Odd shaped slabs are reinforced

1Since the tension ring design is not used, the general recommendations of Table 3-10A and the joint layout pattern in Figure 3-43 may be employed for light load rigid pavements; however, the consultant should use the joint designations, steel sizes, and spacing as defined in Chapter 5.

PAVEMENT MARKING AND SIGNING PLAN

Runway markings:

1. Runway threshold markings1

2. Runway designation markings1

3. Runway centerline markings1

4. Runway aiming point marking1

5. Runway touchdown zone markings1

6. Runway threshold bar1

7. Demarcation bar1

8. Arrows and arrowheads1

9. Chevrons1

10. Runway holding position markings on runways2

Included Correct N/A

Taxiway markings:

1. Taxiway centerline markings1

2. Runway holding position markings on taxiways2

Runway signing:

1. Non-lighted guidance signs

1All runway and taxiway markings on light colored pavements should be outlined with a 6” black border.

2All hold lines regardless of pavement type shall be outlined in black per Figure B-1 of AC 150/5340-1H.

LIGHTING PLAN

1. Threshold lights

2. Runway lights

3. Taxiway lights (main connector to apron is lighted)

4. Lamp wattage specified for each type light fixture

5. REIL’s

6. PAPI’s (site survey drawing submitted showing

obstacle clearance surface is free of obstructions)

7. Wind cone (clears Part 77)

8. Rotating Beacon (clears Part 77)

9. Apron lights (clear Part 77)

10. Cable type and size

11. Electrical duct

12. Vault and equipment

13 Wiring schematic

14. Cable trench

15. Cable splices

16. Cable/duct markers

CROSS SECTIONS

Runway:

1. Original cross-sections shown

2 Proposed cross-sections match typical sections

3. Elevations at critical points

4. Horizontal and vertical scale

5. Stations for each section

6. Quantities for the cuts and fills

7. Sections wide enough to show all grading

requirements including Part 77 surfaces

Included Correct N/A

Taxiway:

1. Original cross-sections shown

2. Proposed cross-sections match typical

sections

3. Elevations at critical points

4. Horizontal and vertical scale

5. Stations for each section

6. Quantities for the cuts and fills

7. Sections wide enough to show all grading

requirements

MISCELLANEOUS

1. Clearing and grubbing

2. Demolition

3. Apron tie-downs

4. Fencing

5. Entrance road

6. All items listed on the most recent 5010 Safety

Inspection Report have been addressed

7. There are no modifications to standards

ADDITIONAL COMMENTS:

1 of 5 Rev. 07/01/05