134th Repair Lower Apron Joint Seals_Drawings_04.04.24.pdf

PDF 2 MB Posted Aug 24, 2024

Attached to: PSXE 242030 Repair Joint Seals & Water Tank
Solicitation number: W50S98-24-B-0007
Issued by: Department of the Army Tennessee Army National Guard

About this file

Written by GovTribe AI · Aug 24, 2024

This document appears to be a set of construction drawings for a project to repair the lower apron joint seals at the 134th Air Refueling Wing of the Tennessee Air National Guard.

The key details are:

The project is located at the Tennessee Air National Guard base in Alcoa, TN.
The work involves removing and replacing deteriorated joint sealant material in the lower apron concrete joints.
The drawings provide a repair plan with details on the joint repair work and phasing requirements.
General notes address construction safety, debris removal, and contractor access requirements.
Contractor will be required to have a military escort when working on the taxiway and aprons.
The project is solicitation W50S98-24-B-0007, named "PSXE 242030 Repair Joint Seals & Water Tank", with a planned bid date of 30 August 2024.

View the file

Other files

File	Type	Posted
OF_1419.pdf	PDF	Sep 24, 2024
24B0007 Sign In Sheet.pdf	PDF	Sep 24, 2024
PSXE242030 Repair Joint Seals and Water Tank Bid Questions_09.16.24.docx	DOCX document	Sep 17, 2024
PSXE242030 Repair Joint Seals and Water Tank Bid Questions_09.16.24.docx	DOCX document	Sep 17, 2024
PSXE242030 Repair Joint Seals and Water Tank Bid Questions_Response_08.30.24.docx	DOCX document	Sep 10, 2024
Site Visit Sign In Sheet 24B0007.pdf	PDF	Sep 2, 2024
Pre-Bid Slides 24B0007.pptx	PPTX presentation	Sep 2, 2024
Site-Visit Minutes 24B0007.pdf	PDF	Sep 2, 2024
134th Repair Lower Apron Joint Seals_Specifications_04.04.24.pdf	PDF	Aug 24, 2024
W50S9824B0007.pdf	PDF	Aug 24, 2024
PSXE232026 Repair Water TankStatement of Work and Specifications_11.01.2023.pdf	PDF	Aug 24, 2024
Construction SOW PSXE242030 Repair Joint Seals and Water Tank.pdf	PDF	Aug 24, 2024

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REPAIR LOWER APRON JOINT SEALS

PSXE232009

TENNESSEE AIR NATIONAL GUARD

134TH AIR REFUELING WING

APRIL 4th 2024

LOCATION MAP

DRAWING LIST

C0 COVER WITH DRAWING LIST AND LOCATION MAP

C1 APRON JOINT REPAIR PLAN

C2 APRON JOINT REPAIR PLAN - CONTINUED

240 West Bessemer St. Alcoa, TN. 37701 Ph. (865) 980-3500

PROJECT CONTACTS

CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE - LT.

COL. DAVID BARRETT, PE (865) 336-4215

CIVIL ENGINEERING WORK CONTROL - (865) 336-4219

SECURITY FORCES - (865) 336-3275

WORK CONTROL - (865) 336-4219

MR. MIKE LINDSEY , ALCOA ELECTRIC SYSTEM - (865) 380-4853

AutoCAD SHX Text N.T.S.

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PELLISIPPI PKY

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TOPSIDE RD

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MARYVILLE PIKE

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LOUISVILLE

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MENTOR

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AIR BASE RD

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CALLAHAN RD

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LOUISVILLE RD

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W HUNT RD

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W HUNT RD

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ALCOA HWY

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CUSICK RD

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E HUNT RD

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E BROADWAY AVE

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MARYVILLE

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METROPOLITAN

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KNOXVILLE

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AIRPORT AUTHORITY

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FORT

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LOUDON

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LAKE

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LIBERTY ST.

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TENNESSEE AIR NATIONAL GUARD

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BRISCOE DR.

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PROJECT SITE

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FRONT GATE ENTRANCE TO TANG BASE

R ep ai r

Lo w er A pr on

J oi n ts

4t h A ir R eF u el in g W in g

PSXE232009

4.4.24

R E

CWH

JRW

0 50 100 150

SCALE 1" = 50'

MATCHLINE "A" SHEET C2

BLDG. 126

NOTES

1. ALL JOINTS AROUND EXISTING STRUCTURES SHALL ALSO BE REMOVED,

REPLACED, AND RESEALED. (TYPICAL AT CATCH BASINS, MANHOLES,

M A

T C

H L

"B " S

H E

E T

EXISTING ASPHALT EDGE

LEGEND

EXISTING CONCRETE JOINT TO REMAIN

EXISTING CONCRETE JOINT, REMOVE ALL

EXISTING JOINT SEALANT MATERIAL AND

REPLACE. SEE DETAIL A1 SHEET C2.

FUEL HATCHES ETC.)

GENERAL NOTES

1. CONTRACTOR SHALL HAVE A MILITARY PROVIDED ESCORT AT ALL TIMES WHEN WORKING ON THE TAXIWAY & APRONS.

ACCESS TO THE FLIGHTLINE WILL NOT BE PERMITTED WITHOUT PROPER ESCORTS.

2. ALL DEMOLITION OPERATIONS SHALL BE PERFORMED IN A MANNER TO PREVENT DAMAGE TO EXISTING FEATURES

AND/OR PAVEMENT TO REMAIN.

3. ALL MATERIALS REMOVED DURING DEMOLITION OR REPAIR OPERATIONS SHALL BE DISPOSED OF OR RECYCLED OFFSITE.

NO DEMOLITION DEBRIS WILL BE PERMITTED TO REMAIN ON BASE.

4. DURING CONSTRUCTION ACTIVITIES AT G1-G4 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND PROPERLY PLACING FAA LOW PROFILE CRUSHABLE BARRIERS AT TAXIWAY EDGE ADJACENT TO RUNWAY. SOLAR POWERED LIGHTS MUST BE PROVIDED PER FAA REGULATIONS FOR EACH BARRIER. BARRICADES WILL BE TURNED OVER TO THE

GOVERNMENT UPON PROJECT COMPLETION.

PHASING NOTES

1. CONTRACTOR SHALL FINISH ALL WORK IN EACH PHASE AND LEAVE THE PROJECT AREA

IN A CLEAN, USABLE STATE BEFORE PROCEEDING WITH THE ADJACENT PHASE.

2. CONTRACTOR SHALL TAKE CARE TO KEEP ALL CONSTRUCTION DEBRIS AND WORK

RELATED MATERIALS WITHIN THE DESIGNATED WORK AREA FOR EACH PHASE.

3. CONTRACTOR MUST ABIDE BY THE CONSTRUCTION SAFETY & PHASING PLAN

PROVIDED BY THE GOVERNMENT.

4. PHASING PLAN IS FLEXIBLE AND IS SUBJECT TO CHANGE BASED ON TIME OF YEAR,

AIRFIELD OPERATIONS, ETC.

NOTE #1 TYPICAL

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REVISIONS:

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DATE:

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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

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ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text H:\USPFO\47.280 - REPAIR LOWER APRON JOINT SEALS\02-DRAWINGS\SHEETS\CIVIL.DWG PLOTTED ON:April 5, PLOTTED ON:April 5, April 5, 2024 5:15 PM BY:TATE GEREN5:15 PM BY:TATE GERENBY:TATE GERENTATE GEREN

AutoCAD SHX Text Knoxville, Tennessee

Knoxville, Tennessee

R ep ai r

Lo w er A pr on

J oi n ts

4t h A ir R eF u el in g W in g

PSXE232009

4.4.24

R E

C O

N U

E D

CWH

JRW

0 50 100 150

SCALE 1" = 50'

MATCHLINE "A" SHEET C1

M A

T C

H L

"B " S

H E

E T

EXISTING RIGID

PAVEMENT

ELASTOMETRIC PREFORMED

SILICONE JOINT

SEALANT DEPTH PER

MANUFACTURER'S

RECOMMENDATIONS

VARIABLE

WIDTH EXISTING

SAW CUT

VARIABLE

WIDTH EXISTING

SAW CUT

EXISTING DETERIORATED

CONCRETE SEALANT TO BE

REMOVED AND ALL SURFACES

TO BE SANDBLASTED, WIRE

BRUSHED AND BLOWN FREE

OF LOOSE DEBRIS

THE SIZE OF THE EXISTING

SAW CUT RESERVOIR MAY

VARY. OVERCUTTING TO WIDEN

THE EXISTING SAW CUT IS

ACCEPTABLE TO PROVIDE

PREFERRED DEPTH-TO-WIDTH

RATIO BASED ON SEALANT TYPE.

NOTE:

COMPRESSION SEAL

NOTES

1. ALL JOINTS AROUND EXISTING STRUCTURES SHALL ALSO BE REMOVED,

REPLACED, AND RESEALED. (TYPICAL AT CATCH BASINS, MANHOLES,

EXISTING ASPHALT EDGE

LEGEND

EXISTING CONCRETE JOINT TO REMAIN

EXISTING CONCRETE JOINT, REMOVE ALL

EXISTING JOINT SEALANT MATERIAL AND

REPLACE. SEE DETAIL A1 SHEET C2.

FUEL HATCHES ETC.)

2. SEE SHEET C1 FOR GENERAL NOTES AND PHASING.

A1 REPAIR OF EXISTING JOINT

SCALE: N.T.S.

EXISTING RIGID

PAVEMENT

NOTE #1 TYPICAL

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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

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ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text H:\USPFO\47.280 - REPAIR LOWER APRON JOINT SEALS\02-DRAWINGS\SHEETS\CIVIL.DWG PLOTTED ON:April 5, PLOTTED ON:April 5, April 5, 2024 5:16 PM BY:TATE GEREN5:16 PM BY:TATE GERENBY:TATE GERENTATE GEREN

AutoCAD SHX Text Knoxville, Tennessee

Knoxville, Tennessee

00-COVER

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File details come from the government source that posted it. Updated Aug 24, 2024.