Attachment 3 QJKL250002 Design Drawings.pdf

PDF 4 MB Posted Jan 28, 2025

Attached to: Sustain Aircraft Apron and Military Hwy
Solicitation number: FA663325Q0001
Issued by: Department of the Air Force Headquarters Secretary of the Air Force

About this file

Written by GovTribe AI · Jan 28, 2025

This file contains detailed design drawings for a concrete repair project at the 934th Airlift Wing in Minneapolis, Minnesota, showing plans for sustaining an aircraft apron and Military Highway.

The drawings detail specific repair work including concrete slab joint repairs (8,000 LF), crack repairs (400 LF), spall patching (40 SF), and a bid option for full-depth slab replacement. The project includes locations on both the aircraft apron and Military Highway, with detailed specifications for concrete repair methods, temporary fencing requirements, and traffic management. Key requirements include maintaining a minimum 2-inch thickness for partial depth patching, sawcutting 3 inches beyond spalls, and using high early strength concrete for repairs. The work area is within a restricted zone requiring temporary security fencing and contractor escorts in certain areas. The drawings also specify that the Earhart Avenue intersection may only be closed on weekends, and contractors must coordinate with the project engineer for construction gate access.

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Other files

File	Type	Posted
Attachment 1 QJKL250002 Statement of Work.pdf	PDF	Jan 28, 2025
Attachment 2 QJKL250002 Specifications.pdf	PDF	Jan 28, 2025

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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

MILITARY HIGHWAY

G R

6TH STREET

5TH STREET

R G

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

SUSTAIN AIRCRAFT APRON & MILITARY HIGHWAY

PROJECT # QJKL 25-0002

FINAL DESIGN VIKINGS

YING

A I

TFI

MAIN GATE VISITORS CENTER CIVIL ENGINEERING

CONTRACTING

SHEET # DESCRIPTION

T-01 TITLE SHEET

C-101 APRON SITE PLAN

C-201 MILITARY HIGHWAY SITE PLAN

C-202 MILITARY HIGHWAY ENLARGED

C-601 DETAILS

APRON ACCESS ROUTE

CONSTRUCTION GATE -

COORDINATE ACCESS

WITH THE PROJECT

ENGINEER.

4 TH

T W

I G

I F

APRON PROJECT LOCATION

MILITARY HIGHWAY PROJECT LOCATION

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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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SUSTAIN AIRCRAFT APRON & MILITARY HWY

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TITLE SHEET

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QJKL 25-0002

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COM

C O

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B870 B821 B822

217'

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ENLARGED PLAN1

APRON REPAIR QUANTITY ESTIMATES

PORTLAND CEMENT CONCRETE REPAIRS

JOINTS: 8,000 LF

CRACKS: 400 LF

SPALL PATCHING: 40 SF

FREE ZONE BOUNDARY

CONTRACTOR TO ADHERE TO THE REQUIREMENTS SPECIFIED IN THE

FREE ZONE LETTER. THIS LETTER IS GENERATED BY THE

GOVERNMENT AND WILL BE ISSUED AFTER PROJECT AWARD.

GENERAL NOTES:

1. THE CONSTRUCTION ZONE IS LOCATED IN A RESTRICTED AREA.

2. CONTRACTOR TO PROVIDE AND INSTALL TEMPORARY FENCING AROUND THE PERIMETER OF THE WORK ZONE. ONCE INSTALLED, THE CONTRACTOR SHALL BE ALLOWED TO WORK INSIDE THE FENCED AREA (FREE

ZONE) UNESCORTED. THE SPALL REPAIR OUTSIDE THE FREE ZONE WILL REQUIRE ESCORT.

3. TEMPORARY FENCE REQUIREMENTS: SEE SPECIFICATIONS

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.

5. BROOM FINISH PATCH TO MATCH SURROUNDING SURFACE.

FREE ZONE FENCE NOTES:

1.INSTALL CONES OUTSIDE THE FENCED AREA WITH RED STEADY OR FLASHING LIGHTS SPACED AT 10' MAX.

COMPLY WITH UFC 3-260-04 CHAPTER 8. SEE SPECIFICATIONS FOR FENCE REQUIREMENTS.

2. CONTRACTOR SHALL ENSURE THE FENCE IS STABILIZED TO PREVENT TIP OVER FROM WIND OR AIRCRAFT.

KEY NOTES:

REPAIR CONCRETE SLAB JOINTS. INCLUDES REMOVAL,

DISPOSAL, AND REPLACEMENT OF ALL EXISTING SEALANT &

BACKER ROD IN THE SHADED AREAS SHOWN. SEE DETAILS ON

SHEET C-601.

REPAIR CONCRETE CRACKS. INCLUDES REMOVAL AND

REPLACEMENT OF DEFECTIVE EXISTING CRACK SEALANT AND

ROUTING & SEALING OF NEW CRACKS. SEE DETAILS ON SHEET

C-601.

REPAIR CONCRETE SPALLS. SEE DETAILS SHEET C-601 AND

CONCRETE REPAIR NOTES THIS SHEET.

REPAIR CORNER SPALLS &

AFFECTED JOINTS

X X

X X X X X X X X X X X X X X X X

X X X

X X

FREE ZONE FENCE

TRENCH DRAIN

MANHOLE COVER

X X X X

EQUIPMENT STAGING

SLAB SIZES VARY

PRIMARILY 10' X 15'

PROJECT INCLUDES

PERIMETER JOINT

C601

RESTRICTED AREA ENTRY

CONTROL POINT (ECP)

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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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SUSTAIN AIRCRAFT APRON & MILITARY HWY

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APRON SITE PLAN

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QJKL 25-0002

1/06/25

MILITARY HIGHWAY

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MILITARY HIGHWAY PLAN1

MILITARY HIGHWAY CONCRETE REPAIR ESTIMATED QUANTITIES:

JOINTS: 6,000 LF

CRACKS: 220 LF

SPALL PATCHING: 100 SF

BID OPTION: SLAB SECTION REPLACEMENT: 10 CY

EARHART AVE CLOSURE NOTE:

THE INTERSECTION AT EARHART AVE AND MILITARY HIGHWAY MAY

ONLY BE CLOSED TO TRAFFIC ON WEEKENDS (EXCLUDES DRILL/UTA

WEEKENDS). SCHEDULE CLOSURE WITH THE PROJECT ENGINEER.

GENERAL NOTES:

1. CONCRETE PAVEMENT MATERIALS, BASE PREPARATION, PAVEMENT CONSTRUCTION, AND

STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH 2020 MINNESOTA

DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION

& MNDOT CONCRETE MANUAL.

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

3. CONTRACTOR TO FIELD VERIFY THE QUANTITY OF NECESSARY REPAIRS AND COMMUNICATE

DISCREPANCIES TO THE PROJECT ENGINEER BEFORE THE START OF WORK OR MATERIAL

PROCUREMENT.

4. CRACKS/JOINTS/PATCH AREAS SHALL BE SAND/WATER BLASTED AND DRIED PRIOR TO

SEALANT/CONCRETE APPLICATION.

5. CONTRACTOR TO SUBMIT A TRAFFIC MANAGEMENT PLAN AT LEAST 5 BUSINESS DAYS

PRIOR TO CONSTRUCTION. THE PLAN SHALL OUTLINE ANY NECESSARY ROAD CLOSURES,

DETOURS, EXPECTED DURATIONS, WORK PHASING, SIGNAGE TO BE USED, ETC.

VISITORS CENTER

TRUCK INSPECTION

C202

PROJECT AREA

ASPHALT N.I.C.

STAGING AREA

WATER SOURCE

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. BROOM FINISH PATCH TO MATCH SURROUNDING SURFACE.

5. USE HIGH EARLY STRENGTH CONCRETE FOR SPALL REPAIR.

6. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR CONCRETE MIXING, APPLICATION, FINISHING, AND CURING.

BID OPTION NOTES:

1. DRILL DOWEL BAR HOLES ON EACH END OF REPAIR. SEE DETAIL SHEET C-601.

2. GROUT OR EPOXY DOWELS INTO EXISTING CONCRETE.

3. OIL OR GREASE DOWEL BARS PRIOR TO CONCRETE PLACEMENT.

4. DOWEL ALIGNMENT TOLERANCE IS 1/8" FROM PAVEMENT PROFILE AND CENTERLINE.

BID OPTION

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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 25-0002

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ENLARGED SITE PLAN STATION 3+00 TO 6+612

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/SAWCUTTING & SEALING OF NEW CRACKS.

REPAIR CONCRETE SPALLS. SEE DETAILS SHEET C-601 AND

CONCRETE REPAIR NOTES ON SHEET C-201.

PATCH 2-3" CRACK (BASE BID). SEE DETAIL SHEET C-601 AND

GENERAL NOTES ON C-201.

BID OPTION:

DOWELED FULL-DEPTH REPAIR OF 4 SLABS. INSTALL NEW

TRANSVERSE CONTRACTION JOINT. PROVIDE SEPARATE LINE

ITEM FOR BID OPTION PRICING. SEE DETAIL 8 SHEET C-601.

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ENLARGED SITE PLAN STATION 0+00 TO 3+001

CRACK (TYP)SPALL (TYP)

C601

EARHART AVENUE

KITTYHAWK AVENUE

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934TH AIRLIFT WING, USAFR

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760 MILITARY HIGHWAY

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934TH CIVIL ENGINEERING

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QJKL 24-9991B

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N.T.S.

PORTLAND CEMENT PAVEMENT CRACK 1 N.T.S.

MEDUIM/HIGH SEVERITY JOINT SPALL3N.T.S.

LOW SEVERITY JOINT SPALL2

REMOVE LOOSE DEBRIS & SEAL. COMPLY WITH

SEALANT MANUFACTURER'S 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 REPAIR7

SAW CUT MIN 6" FROM JOINT CORNER

N.T.S.

CORNER SPALL (TYP.)4

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 MANUFACTURER'S CRITERIA.

N.T.S.

CONSTRUCTION/CONTRACTION JOINT DETAIL5

1/8"

.50 TO .75 OF JOINT WIDTH

JOINT SEALANT

BOND BREAKER FILLER

N.T.S.

CONSTRUCTION/EXPANSION JOINT DETAIL6

ROUT OR SAW CUT, CLEAN, & SEAL

NOTE: SHAPE AND WIDTH FACTOR TO COMPLY

WITH SEALANT MANUFACTURER'S CRITERIA.

N.T.S.

DOWELED EXPANSION JOINT AT EXISTING PCC8

ASHSTO M 254 GRADE 60 DEFORMED

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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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MAINTAIN AIRCRAFT APRON & MILITARY HWY

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APRON REPAIR DETAILS

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QJKL 25-0002

1/29/13

Sheets and Views

ACAD-Airfield Repair 2025-T-01

ACAD-Airfield Repair 2025-C-101

ACAD-Airfield Repair 2025-C-201

ACAD-Airfield Repair 2025-C-202

ACAD-Airfield Repair 2025-C-601

File details come from the government source that posted it. Updated Jan 28, 2025.