PROJECT_DRAWINGS.pdf

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Attached to
Reclaim Barrier Pit Federal contract opportunity
Solicitation number
W9124V-19-R-5002
Issued by
Department of the Army Montana Army National Guard

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Text version

DATE

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3/30/2019

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TITLE

DRAWN BY

TSGT MIKE GORECKI

PLAN VIEW

120 AW CES

APPROVAL/REVISION

NUM DATEAPPROVED BY

PROJECT LOCATION

REMOVED FALL 2017

PAPI LIGHTS

GREAT FALLS IAP

RUNWAY 21

RUNWAY 03

RECLAIM BARRIER PIT

JKSE 182403

MT AIR NATIONAL GUARD

GREAT FALLS, MT

SHEET INDEX

1. TITLE PAGE

2. PROJECT OVERVIEW

3. SW BARRIER REMOVAL PLAN VIEW

4. BARRIER REMOVAL DETAIL

5. ASPHALT MILLING AND PATCHING DETAILS

AR-1 RNWY 3 SOUTH A/C ARRESTING SYSTEM PLAN,

SECTION AND DETAILS

AR-2 RNWY 21 NORTH A/C ARRESTING SYSTEM PLAN,

SECTION AND DETAILS

AR-3 A/C ARRESTING SYSTEM PIT PLAN AND SECTION

AR-4 A/C ARRESTING SYSTEM FOUNDATION PLAN AND SECTION

AR-5 A/C ARRESTING SYSTEM TROUGH END BOX SECTION AND DETAILS

AR-6 A/C ARRESTING SYSTEM FAIRLEAD BEAM AND SPACER BEAM PLAN,

SECTIONS AND DETAILS

AR-7 A/C ARRESTING SYSTEM FAIRLEAD BEAM FOUNDATION PLANS

AND SECTIONS

AR-8 A/C ARRESTING SYSTEM FAIRLEAD TUBE SUPPORT DETAILS

AR-9 A/C ARRESTING SYSTEM ENGINE PIT PLAN, SECTIONS AND DETAILS

AR-10 A/C SYSTEM PIT PLAN AND SECTION

AR-11 ARRESTOR BARRIER ENGINE PIT TOP PLAN SECTION AND DETAILS

AR-12 ARRESTOR BARRIER ELECTRICAL VAULT PLAN SECTION AND DETAILS

AR-13 ARRESTOR BARRIER ELECTRICAL VAULT SECTION AND DETAILS

AR-14 ARRESTOR BARRIER HATCH PLAN, SECTIONS AND DETAILS

AR-15 RNWY 3/21 PITS, MECHANICAL AND ELECTRICAL PLAN, SECTIONS

AND PARTS LIST

AR-16 ARRESTOR BARRIER MISCELLANEOUS DETAILS

AR-17 ARRESTOR BARRIER MARKER LIGHT DETAILS AND EXHAUST

FAN ADN LIGHTING CONTROL SCHEMATIC

AR-18 ARRESTOR BARRIER ENGINE EXHAUST DUCT, DUCT BANK

AND SNOW MELT HEATING CABLE DETAILS

AR-19 ARRESTOR BARRIER ELECTRICAL ONE-LINE DIAGRAMS

DATE

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4/3/2019

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TITLE

DRAWN BY

TSGT MIKE GORECKI

PROJECT OVERVIEW

120 AW CES

APPROVAL/REVISION

NUM DATEAPPROVED BY

PAPI LIGHTS

CONTRACTOR STAGING AND

EQUIPMENT PARKING AREA

CONTRACTOR AIRFIELD

ACCESS GATE

CONTRACTOR EMPLOYEE

PARKING AREA

SW BARRIER REMOVAL AREA

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PROJECT SITE ACCES AND STAGING AREA

SW ARRESTING BARRIER

SEE PAGE 3 FOR DETAILS

PROJECT NOTES:

1. CONTRACTORS WILL BE ESCORTED BY

AIRPORT PERSONAL ON AIRFIELD.

2. RUNWAY CLOSURE HOURS - 12AM- 5 AM M- F

3. ANTICIPATED PROJECT START DATE JULY 22,

GENERAL NOTES

1. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS OF ALL WORK AREAS.

2. THE TERM "CONTRACTOR" REFERS TO THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED.

3. ALL FINAL RESPONSIBILITY FOR ON-SITE COORDINATION IS WITH THE GENERAL CONTRACTOR

4. ALL SHOP DRAWING DIMENSIONS TO BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR WHO WILL BE RESPONSIBLE FOR SAME.

5. GENERAL CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO AREAS OUTSIDE THE WORK ZONES DONE BY HIMSELF OR ANY OTHER TRADE

OR CONTRACTOR

6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REPAIR AND REFINISHING OF ALL WORK TO MATCH EXISTING CONDITIONS AS A

RESULT OF NECESSARY CUTTING, PATCHING, OR DEMOLITION BY ALL TRADES WHILE PERFORMING WORK.

7. CONSTRUCTION LIMIT LINE IS APPROXIMATE, ACCESS TO OTHER AREAS AS REQUIRED BY WORK IS ACCEPTABLE BY APPROVAL OF GOVERNMENT

REPRESENTATIVE.

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3679.181

3680.258

0+35.05

0+64.95

1+25.22

1+50.00

0+01.08

EL:3679.43

3678.24

3678.271

3680.936

REMOVE CONCRETE AND REPLACE WITH TWO 3"

ASPHALT LIFTS OVER COMPACTED ENGINEERED FILL

WATER FLOW PATH

REMOVE TAPE TUBE AND

SUPPORTS SEE SECTION 1 PAGE4

PLUG PENATRATIONS

NOTE:

1. ALL WORK TO BE COMPLETED FROM 12AM TO 5AM

2. A 3" MAXIMUM DEVIATION CAN REMAIN AT THE END OF

EACH SHIFT. ALL SOILS MUST COMPACTED OR OTHER

SURFACES STRONG ENOUGH TO SUPPORT A 365,000LB

AIRBUS A-300 AIRCRAFT.

3. MAX SLOPE FOR ALL DIRT WORK IS 1.5%

4. SURVEY WATER FLOW PATHS TO ENSURE DRAINAGE.

5. PROTECT RUNWAY EDGE LIGHTS

6. NO VEHICLE TRAFFIC IS ALLOWED ON RNWY 03/21.

PROTECT RUNWAY EDGE DRAIN

PAPI LIGHTS

PROTECT FROM DAMAGE

PAPI LIGHTS

PROTECT FROM DAMAGE

TAPE TUBE(REMOVE)

RESHAPE SOIL IN THIS AREA TO DRAIN

WATER AWAY FROM THE RUNWAY

WATER FLOW PATH

SEE NOTE 2

EXISTING GRADE

PROPOSED GRADE

MAX 1.5% SLOPE

LHA #1LHA #3

LHA #4

LHA #2

RUNWAY 03/21

RUNWAY 03/21 EDGE

EDGE OF RUNWAY SAFETY ZONE

3'-0"

GRADE TO MATCH RUNWAY

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DRAWN BY

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PLAN VIEW

120 AW CES

APPROVAL/REVISION

NUM DATEAPPROVED BY

PAPI LIGHTS

Scale: 1:75

PAPI SECTION

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EXISTING TAPE TUBEBarrier demo work will encompass:

1. Weld existing trough end box lids in place

2. Demo of fairlead beam concrete and paving at runway edge

3. Removal of arresting barrier system sign bases

4. Excavating/Removing tape tubes and supports

5. Clearing vegetation, stripping topsoil

6. Grading raised area to match surrounding area

7. Replacing topsoil

8. Reseed disturbed areas by drill seeding or broadcasting seed and rolling, a tackifier is required on all seeded areas.

9. Capping barrier pit penetrations at roof top and sealing precast roof slab joints.

10. Asphalt repair work at the 3 previously removed barrier locations SEE PAGE 5

4" TRENCH DRAIN FAIRLEAD BEAM

TROUGH END BOX

CABLE TROUGH

FAIRLEAD TUBE

ENGINE PIT

FAIRLEAD TUBE SUPPORTS (11)

INTAKE AND EXAHUST

TAPE TUBE HOLE

(DEMO)

(DEMO)

(RETAIN)

(RETAIN AND WELD LID)

(DEMO)

(REMOVE AND CAP WITH METAL)

(SEAL PRECAST LID)

(DEMO 6" BELOW RWY EDGE MIN.)

(FILL WITH NON-SHRINK GROUT)

138'

Slope 1.25%

Slope 3%

FAIRLEAD TUBE

4" TRENCH DRAIN

RUNWAY CENTERLINE

CONTROL PIT

FAIRLEAD BEAM

(DEMO)

(RETAIN)

(SEAL PRECAST LID)

(DEMO 6" BELOW RWY EDGE MIN.)

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3/13/2019

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TITLE

DRAWN BY

TSGT MIKE GORECKI

120 AW CES

APPROVAL/REVISION

NUM DATEAPPROVED BY

BARRIER PIT SECTION VIEW

DEMOLITION PLAN

FINISH PLAN

BARRIER

REMOVAL DETAILS

Varies

SW BARRIER

SE BARRIER

NW BARRIER

NE BARRIER

RNWY 03/21

THIS SIDE

RNWY 03/21

THIS SIDE

RNWY 03/21 SIDE

NE BARRIER SIDE

NE BARRIER SIDE

THIS SIDE

SW BARRIER SIDE

SE BARRIER SIDE

THIS SIDE

7'-0" 4'-0"

24'-0"

26'-0"

25'-0"

24'-0"

5'-0" 6'-0"

5'-0"

10'-0"

13'-0"

5'-0"

NOTE: ALL AREAS WILL BE MILLED 2"

AREAS TO BE PATCHED

24'

2'-0"

6'-0"

7'-0"

10'-0"

29'-0"

PATCHING QTY = 115 SQ FT PATCHING QTY = 278 SQ FT

PATCHING QTY = 269 SQ FT PATCHING QTY = 470 SQ FT

RNWY 03/21 SIDE

EXISTING

TRENCH

DRAIN

EXISTING

TRENCH

DRAIN

EXISTING

TRENCH

DRAIN

EXISTING

TRENCH

DRAIN

DATE

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4/5/2019

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TITLE

DRAWN BY

CAPT AARON JEWETT

SECTION

120 AW CES

APPROVAL/REVISION

NUM DATEAPPROVED BY

Runway 03/21

SOUTH BARRIERS ASPHALT PATCHING AREA

NORTH BARRIERS ASPHALT PATCHING AREA

SCALE 1/8" = 1'

BARRIER ASPHALT MILLING AND PATCHING DETAILS

SCALE 1" = 50'

SOUTH BARRIER OVERVIEW

SCALE 1" = 50'

NORTH BARRIER OVERVIEW

DavidG Text Box

FAIRLEAD TUBE CUT 18" FROM WALL - TYPICAL ALL 3 LOCATIONS

RECLAIM SOUTH EAST BARRIER PIT_4_6_19
Sheets and Views
RECLAIM SOUTH EAST BARRIER PIT_4_4_19-COVER PAGE
RECLAIM SOUTH EAST BARRIER PIT_4_4_19-PG 2
RECLAIM SOUTH EAST BARRIER PIT_4_4_19-SITE PLAN PG 3
RECLAIM SOUTH EAST BARRIER PIT_4_4_19-SECTIONS PG 4
RECLAIM SOUTH EAST BARRIER PIT_4_4_19-ASPHALT MILLIING PG 5

GTF-Issued For Construction(As Builts)

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