Attach 3- QJKL 24-9991B Design Drawings.pdf

PDF 6 MB Posted Mar 14, 2024

Attached to: Maintain Aircraft Parking Apron
Solicitation number: FA663324Q0009
Issued by: Department of the Air Force Headquarters Secretary of the Air Force

About this file

Written by GovTribe AI · Mar 14, 2024

This is a request for quote (RFQ) for aircraft parking apron maintenance services at the 934th Airlift Wing in Minneapolis, Minnesota. The solicitation is for firm-fixed price construction work including concrete and asphalt repairs, crack sealing, and pavement marking in accordance with provided statements of work, technical specifications, drawings, and contract terms. Quotes are due by the date specified in block 13d of the SF1442 form and must remain valid for 90 days. The award will be determined by lowest price technically acceptable criteria. The performance period is 120 calendar days from notice to proceed. The applicable wage determination is for Hennepin County, Minnesota. A site visit will be held as outlined in FAR 52.236-27. Questions must be submitted in writing by the date specified after the site visit. The acquisition value is between $100,000 and $250,000 and is set aside entirely for small businesses.

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Other files

File	Type	Posted
QandA for RFQ AC Parking Apron.pdf	PDF	Apr 10, 2024
Solicitation Amendment FA663324Q00090001 SF 30.pdf	PDF	Mar 26, 2024
20240326 Amendment 1 MFR.pdf	PDF	Mar 26, 2024
Solicitation - FA663324Q0009.pdf	PDF	Mar 14, 2024
Attach 1. QJKL 24-9991B SOW.pdf	PDF	Mar 14, 2024
Attach 2 - QJKL 249991B Specifications.pdf	PDF	Mar 14, 2024
Attach 5. QJKL-24-9991B Submittal Register.xlsx	XLSX spreadsheet	Mar 14, 2024
Attach. 4 Wage Determination.pdf	PDF	Mar 14, 2024

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VICINITY MAP

SCALE: N.T.S.

STATE OF MINNESOTA

SCALE: N.T.S.

p I-494

MINNEAPOLIS - SAINT PAUL

INTERNATIONAL AIRPORT

MSP ARS

MINNEAPOLIS MINNESOTA

760 MILITARY HIGHWAY

55450-2100

934th AIRLIFT WING

UNITED STATES AIR FORCE RESERVE

INDEX OF DRAWINGS

PROJECT LOCATION

PROJECT LOCATION MAP - NOT TO SCALE

MAINTAIN AIRCRAFT PARKING APRON

PROJECT # QJKL 24-9991B

READY TO ADVERTISE

VIKINGS

YING

HT439

TFI

MAIN GATE VISITORS CENTER CIVIL ENGINEERINGCONTRACTING

SHEET # DESCRIPTION

T-01 TITLE SHEET

C-101 APRON REPAIR SITE PLAN

C-601 APRON REPAIR DETAILS

CP-101 TAXIWAY/SHOULDER PAINTING PLAN

CP-102 AIRCRAFT PARKING PAINTING PLAN

CP-601 PAINTING DETAILS

PROJECT LOCATION

APRON ACCESS ROUTE

CONSTRUCTION GATE -

COORDINATE ACCESS

WITH THE PROJECT

ENGINEER.

FINAL DESIGN

4 TH

T W

LRIA I

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MINNEAPOLIS

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SAINT PAUL

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DULUTH

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AIRPORT

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934TH AIRLIFT WING, USAFR

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760 MILITARY HIGHWAY

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MINNEAPOLIS, MN 55450-2100

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BUILDING 744

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934TH CIVIL ENGINEERING

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APRON REPAIR PLAN

WEST APRON

N.W. APRON

TOW WAY

APRON SECTION SIZES (APPROXIMATE)

WEST - 128,196 SF

NORTHWEST - 57,951 SF

TOW WAY SHOULDERS - 98,063 SF

REPAIR QUANTITY ESTIMATE (NW & WEST COMBINED):

PORTLAND CEMENT CONCRETE REPAIRS

EXPANSION JOINTS: 9,125 LF

CONTROL/CONTRACTION JOINTS: 7,211 LF

CRACKS: 915 LF

PARTIAL DEPTH CONCRETE PATCHING: 35 SF

(BID OPTIONS) TOW WAY & APRON SHOULDER ASPHALT

ASPHALT CRACK SEALING: 1,350 LF

TOW WAY ASPHALT PAVEMENT FOG SEAL (BID OPTION): 98,063 SF

FREE ZONE BOUNDARY

GENERAL NOTES:

1. ASPHALT AND CONCRETE PAVEMENT MATERIALS AND REPAIR METHODS SHALL BE IN ACCORDANCE WITH

UFC 3-270-01 CHANGE 1 DATED 17 MARCH 2022.

2. HANGAR ACCESS AND APRON BLOCKAGE FOR VEHICLE AND AIRCRAFT TRAFFIC SHALL BE MINIMIZED.

COORDINATE WORK WITH THE PROJECT ENGINEER.

3. CONTRACTOR IS RESPONSIBLE TO CAPTURE AND DISPOSE OF LOOSE JOINT MATERIALS.

4. FENCING SHALL BE ERECTED AROUND IMMEDIATE WORK AREAS TO PREVENT MIGRATION OUTSIDE THE

WORK AREA AND MATERIALS SHALL BE MINIMALLY DISPOSED OF AT THE END OF EACH WORK DAY.

5. CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE FREE ZONE LETTER.

6. CONTRACTOR TO FIELD VERY THE QUANTITY OF NECESSARY REPAIRS AND COMMUNICATE DISCREPANCIES

TO THE PROJECT ENGINEER BEFORE THE START OF WORK OR MATERIAL PROCUREMENT.

7. SPALL REPAIRS THAT INTERSECT PAVEMENT MARKINGS NOT TO BE REPAINTED SHALL RECEIVE "TOUCH

UP" PAINT OVER CONCRETE PATCHING.

8. CONTRACTOR TO USE A JET FUEL RESISTANT SEALANT FOR CRACK AND JOINT REPAIRS.

9. CRACKS AND JOINTS SHALL BE SAND/WATER BLASTED AND DRIED PRIOR TO SEALANT APPLICATION.

CONCRETE REPAIR NOTES:

1. SAWCUT A MIMIMUM OF 3 INCHES BEYOND SPALLS TO BE REPAIRED BY PATCHING.

2. PARTIAL DEPTH PATCHING SHALL BE A MINIMUM OF 2 INCHES THICKNESS.

3. CORNER SPALL REPAIRS MUST BE AT LEAST 6 INCHES FROM CORNERS.

4. SPALLS OR CORNER CRACKS MORE THAN 5.33 INCHES DEEP OR IF DOWELS ARE ENCOUNTERED WILL BE

TEMPORARILY REPAIRED BY PARTIAL DEPTH PATCHING OR SEALING (FOR CRACKS) AND DOCUMENTED FOR

FUTURE FULL-DEPTH REPAIR. SUBMIT REPAIR LOCATIONS, TOTAL SF FULL-DEPTH REPAIRS REQ'D FOR

NORTHWEST & WEST SECTIONS, AND COST/SF TO REPAIR.

5. BROOM FINISH PATCH TO MATCH SURROUNDING SURFACE.

6. USE BONDING AGENT TO ENSURE GOOD ADHESION BETWEEN PATCH MATERIAL & EXISTING PAVEMENT.

KEY NOTES:

REPAIR CONCRETE SLAB JOINTS. INCLUDES REMOVAL,

DISPOSAL, AND REPLACEMENT OF ALL EXISTING SEALANT &

BACKER ROD IN THE AREAS SHOWN.

REPAIR CONCRETE CRACKS. INCLUDES REMOVAL AND

REPLACEMENT OF DEFECTIVE EXISTING CRACK SEALANT AND

ROUTING & SEALING OF NEW CRACKS.

REPAIR CONCRETE SPALLS. SEE DETAILS SHEET C-601 AND

CONCRETE REPAIR NOTES THIS SHEET.

BID OPTION:

SEAL CRACKS & FOG SEAL ASPHALT PAVEMENT IN SHADED

AREA.

NOTE: THE 24" SECTION OF DAMAGED ASHPALT ALONG THE

WESTERN EDGE OF BLDG. 822 IS TO BE FOG SEALED WITHOUT

CRACK REPAIR.

FOG SEAL UP TO ECP.

PROTECT EXISTING MARKINGS.

FOG SEAL ONLY.

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934TH AIRLIFT WING, USAFR

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760 MILITARY HIGHWAY

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MINNEAPOLIS, MN 55450-2100

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BUILDING 744

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934TH CIVIL ENGINEERING

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APRON REPAIR PLAN

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BASE BID

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BASE BID

BID OPTION 1

HT439

TFI

N.T.S.

PORTALAND CEMENT PAVEMENT CRACK

N.T.S.

MEDUIM/HIGH SEVERITY JOINT SPALL

N.T.S.

LOW SEVERITY JOINT SPALL

REMOVE LOOSE DEBRIS & SEAL. COMPLY WITH

SEALANT MANUFACTURES INSTRUCTIONS FOR

MAX. SEALANT WIDTH. IF BEYOND LIMITS

PERFORM PARTIAL DEPTH PATCHING.

SAW CUT 2" MIN DEPTH & EXTEND

REPAIR AREA MIN. 3" BEYOND

SPALL.

N.T.S.

PARTIAL DEPTH CONCRETE SPALL REPAIR

SAW CUT MIN 6" FROM JOIN T CORNER

N.T.S.

CORNER SPALL (TYP.)

SEE NOTE THIS DETAIL

1/8"

.50 -.75 OF JOINT WIDTH

1-1/4" min

5" +- 1/4"

BACKER ROD

NOTE: SHAPE AND WIDTH FACTOR TO COMPLY

WITH SEALANT MANUFACTURES CRITERIA.

N.T.S.

CONSTRUCTION/CONTRACTION JOINT DETAIL

SEE NOTE THIS DETAIL

1/8"

.50 TO .75 OF JOINT WIDTH

JOINT SEALANT

BOND BREAKER FILLER

N.T.S.

CONSTRUCTION/EXPANSION JOINT DETAIL

ROUTE OR SAW CUT, CLEAN, & SEAL

NOTE: SHAPE AND WIDTH FACTOR TO COMPLY

WITH SEALANT MANUFACTURES CRITERIA.

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934TH AIRLIFT WING, USAFR

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760 MILITARY HIGHWAY

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MINNEAPOLIS, MN 55450-2100

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934TH CIVIL ENGINEERING

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QJKL 24-9991B

C-130H

C -130H

C -1

C-130H

C-130H C-130H

C-130H

B821 B822

B830B820 B814

B840

B870

PROJECT LOCATION

A I

TFI

6" BLACK/6" YELLOW RETRO-REFLECTIVE*/6" BLACK TAXIWAY LINES

6" DOUBLE RETRO-REFLECTIVE* YELLOW SHOULDERS WITH 6" GAP

6" WIDE RESTRICTED AREA LINE (RETRO-REFLECTIVE* RED)

6" WIDE SAFETY ARCS AND LINES (GREEN)

10 AGE BOXES TO PAINTED 6" BLACK/6" WHITE/6" BLACK

WITH 18" WHITE LETTERING

15 NOSE POINTS TO BE REPAINTED RETRO-REFLECTIVE* YELLOW

WITH BLACK OUTLINE

WARNING SIGNS

ENTRY CONTROL POINT (ECP)

6" BLACK/6" WHITE/6" BLACK TAXIWAY LINES

27 GROUNDING POINTS

ILS HOLD LINE

NON-MOVEMENT BOUNDARY

.\exrefs\Restricted Area Sign.jpg

APPROX. 10,000' TAXIWAY LINES

APPROX. 1,400' SHOULDER LINES

NOT IN CONTRACT

APPROX. 1,600 LF SAFETY ARCS

APPROX. 11' x 11'

GENERAL NOTES:

1. AIRCRAFT PARKING APRON MARKING MUST MEET THE REQUIREMENTS OF

UFC 3-260-04.

2. THE CONTRACTOR SHALL ENSURE HANGARS ARE CLEAR FOR AIRCRAFT

ACCESS TO THE GREATEST EXTENT POSSIBLE. COORDINATE WORK WITH THE

PROJECT ENGINEER TO WORK AROUND AIRCRAFT AND VEHICLE MOVEMENT.

3. WORK IS IN A RESTRICTED AREA. NOTIFY THE PROJECT ENGINEER BEFORE

CROSSING RESTRICTED AREA BOUNDARIES (RED LINE).

4. ALL SURFACES TO RECEIVE NEW PAINT SHALL BE CLEAN AND DRY PRIOR

TO APPLICATION.

5. PREPARE AND REPAINT EXISTING TAXI LEAD-IN LINES, SHOULDER LINES,

SAFETY ARCS, AGE EQUIPMENT PARKING BOXES, AND AIRCRAFT PARKING

NOSE POINTS.

6. ALL CONCRETE REPAIRS SHALL BE COMPLETED PRIOR TO PAINT

APPLICATION.

7. QUANTITIES AND LENGTH MUST BE FIELD VERIFIED.

8. RETRO-REFLECTIVE PAINT- USE TT-B-1325D, TYPE I GRADATION A DROP-ON

GLASS BEADS COMPLIANT & APPLIED IN ACCORDANCE WITH THE MOST

CURRENT VERSION OF UFC 3-260-04. APPLY 12-14 MILS WET-FILM THICKNESS.

APPLY BEADS IMMEDIATELY AFTER PAINT APPLICATION AT A MINIMUM RATE

OF 7 LBS/GALLON.

APPROX. 3' X 5'

NOT IN CONTRACT.

Scale: 1"= 100'

SITE PLAN1

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934TH AIRLIFT WING, USAFR

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760 MILITARY HIGHWAY

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MINNEAPOLIS, MN 55450-2100

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BUILDING 744

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934TH CIVIL ENGINEERING

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AGE

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B821 B822

B830B820 B814

B840

B807

B870

SPOT 8 SPOT 7

SPOT 2

6" WIDE

GREEN

70' RAD.

(73.3 LF)

B821

SPOT 9

B822

B830B820 B814

B840

B807

B870

SPOT 9A

SPOT 1

SPOT 2a

SPOT 4

SPOT 3SPOT 5

SPOT 2CSPOT 2B SPOT 2D

SPOT 6

AGE

VIP SPOT

AGE

AGEAGE

AGE

PROJECT LOCATION

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KEY NOTES:

PAINT TAXI LEAD-IN LINES UP TO THE NON-MOVEMENT

BOUNDARY (TYP.)

PAINT APRON SHOULDER LINES (TYP.)

Scale: 1"= 100'

TAXI LEAD-IN & SHOULDER LINE PLAN1

KEY NOTES:

PAINT AIRCRAFT PARKING BOXES FOR EACH SPOT (TYP.)

PAINT AGE EQUIPMENT PARKING BOXES (TYP.)

PAINT CIRCLES (ARCS) OF SAFETY (TYP.) SEE DETAIL.

BID OPTION:

REPAINT RED RESTRICTED AREA MARKING BETWEEN

BLDGS 821 & 822 AFTER FOG SEALING.

Scale: 1"= 100'

AIRCRAFT PARKING SPOT PAINTING PLAN2

ILS SIGN, HOLD LINE, AND

NON-MOVEMENT BOUNDARY N.I.C.

C-03

RED RESTRICTED AREA LINE

N.I.C.

ILS SIGN, HOLD LINE, AND

NON-MOVEMENT BOUNDARY N.I.C.

PAINT TAXI LEAD-IN LINES UP TO

NON-MOVMENT BOUDARY

PAINT TAXI LEAD-IN LINES

UP TO NON-MOVMENT

BOUDARY

NON-MOVEMENT AREA MARKINGS N.I.C.

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934TH AIRLIFT WING, USAFR

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760 MILITARY HIGHWAY

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MINNEAPOLIS, MN 55450-2100

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BUILDING 744

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934TH CIVIL ENGINEERING

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PAINTING PLAN

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AGE

11.3'

E AG

C -130H

C -1

A I

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Scale: N.T.S.

DETAIL - CIRCLES (ARCS) OF SAFETY1

N.T.S.

DETAIL - AIRCRAFT NOSE WHEEL BOX2

6" BLACK BORDER

RETRO-RELECTIVE YELLOW

N.T.S.

DETAIL - AGE EQUIPMENT PARKING BOX3

6" BLACK

6" WHITE

6" GREEN

70' RADIUS

(73.3 LF)

6" GREEN

76' RADIUS

(20.1 LF)

6" GREEN

20' RADIUS

(20.9 LF)

BARE PAVEMENT

NOSE WHEEL MARKING (SEE

DETAIL 2 THIS SHEET)

AGE BOX (SEE DETAIL

3 THIS SHEET

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934TH AIRLIFT WING, USAFR

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760 MILITARY HIGHWAY

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MINNEAPOLIS, MN 55450-2100

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BUILDING 744

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934TH CIVIL ENGINEERING

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DETAILS

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QJKL 24-9991B

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Airfield Repair 2024-T-01

Airfield Repair 2024-C-101

Airfield Repair 2024-C-601

Airfield Repair 2024-CP-101

Airfield Repair 2024-CP-102

Airfield Repair 2024-CP-601

2024-C-101.pdf

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C-101

2024 T-01.pdf

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T-01

2024 T-01.pdf

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T-01

2024-CP-101.pdf

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CP-101

2024-CP-102.pdf

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CP-102

2024-C-601.pdf

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CP-601

2024-CP-102.pdf

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CP-102

File details come from the government source that posted it. Updated Mar 14, 2024.