134th Repair Bldg 240 Floor_Drawings_04.05.24.pdf

PDF 3 MB Posted Aug 12, 2024

Attached to: PSXE242001 Repair Interiors and Exteriors Basewide
Solicitation number: W50S98-24-B-0002
Issued by: Department of the Army Tennessee Army National Guard

About this file

Written by GovTribe AI · Aug 12, 2024

This document is a set of construction drawings for the repair of the floor in Building 240 at the 134th Air Refueling Wing of the Tennessee Air National Guard. The drawings provide details on the planned floor repairs, including removing and replacing deteriorated concrete sealant, grinding and recoating the floor with an epoxy system, and protecting existing shelving and equipment during the work. Key details include an estimated 1,150 linear feet of joint sealant repair and 19,000 square feet of epoxy floor coating. The drawings also outline construction phasing requirements to allow for continued operations in the facility during the project.

This repair project is part of the larger federal contract opportunity PSXE242001 "Repair Interiors and Exteriors Basewide" issued by the Tennessee Army National Guard. The solicitation includes the construction drawings as well as additional specifications and a statement of work. Contractors must make arrangements for base access, either through badging, escorted visits, or visitor passes, prior to performing any work on site. No other details about the overall contract opportunity were provided in the submitted materials.

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REPAIR BLDG 240 FLOOR

PSXE242017

TENNESSEE AIR NATIONAL GUARD

134TH AIR REFUELING WING

APRIL 5, 2024

N.T.S.

LOCATION MAP

PROJECT

SITE

DRAWING LIST

C0.1 COVER

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

GENERAL NOTES

1. LOCATION OF THE EXISTING ABOVE GROUND AND

UNDERGROUND UTILITIES AND STRUCTURES INDICATED

ARE APPROXIMATE ONLY, AND THOSE INDICATED ARE

NOT NECESSARILY ALL WHICH MAY EXIST ON THE

PROJECT SITE. CONTRACTOR SHALL DETERMINE

ACTUAL LOCATION OF ALL UTILITIES AND STRUCTURES

ON THE PROJECT SITE AND SHALL ASSUME

RESPONSIBILITY FOR ANY DAMAGE TO UTILITY LINES

DURING WORK ON THE PROJECT FOR UNDERGROUND

UTILITY LOCATION CALL TENNESSEE ONE CALL AT 811.

2. CONTRACTOR SHALL ALSO CONTACT THE TENNESSEE

ONE CALL CENTER AT 811 FOR LOCATION OF ANY PUBLIC

UTILITIES.

2. CONTRACTOR SHALL MAINTAIN EXISTING UTILITY

SERVICES (WATER, SEWER, ELECTRIC, NATURAL GAS,

AND COMMUNICATIONS) AND/OR MAKE PROVISIONS FOR

OUTAGES WITH COR A MINIMUM OF 72 HOURS IN

ADVANCE.

3. ALL AREAS RECEIVING AND AFFECTED BY NEW WORK

SHALL BE REPAINTED AS NECESSARY TO MATCH

EXISTING PAINT.

4. REPLACE DAMAGED CEILING TILES AS REQUIRED TO

COMPLETE THE WORK ON SHEETS E1.1 & M1.1

1. CONSTRUCTION ACTIVITIES REQUIRE CONTRACTORS TO

GAIN ACCESS TO THE INSTALLATION USING ONE OF THE

FOLLOWING METHODS:

1.1. CONTRACTOR BADGING - REQUIRED FOR ACCESS >

72 HOURS. COMPLETE CONTRACTOR/VENDOR/STATE

EMPLOYEE ID BADGE APPLICATION (134ARW FORM 5).

NAME OF SUPERVISOR/EMPLOYER IS A SUPERVISING

REPRESENTATIVE OF THE GENERAL CONTRACTOR.

NAME OF SPONSOR IS A REPRESENTATIVE FROM

BASE CIVIL ENGINEERING WORK CONTROL OR COR.

TAKE COMPLETED FORM 5 TO SECURITY FORCES

(BLDG 120) FOR PRODUCTION OF PHOTO ID BADGE.

FOR FURTHER DETAILS CONTACT SECURITY FORCES

AT (865) 336-3275.

1.2. FULL-TIME MILITARY ESCORT (LIMITED AVAILABILITY) -

CONTACT CIVIL ENGINEERING WORK CONTROL AT

(865) 336-4219 TO SCHEDULE AN ESCORT. PROVIDE

NAME, COMPANY NAME, DRIVER'S LICENSE, AND

REASON FOR ESCORT. ARRIVE AT FRONT GATE, AS

SCHEDULED, AND WAIT FOR GUARD TO VERIFY. MEET

WITH ESCORT.

1.3. VISITOR PASSES - LIMITED TO 72 HOURS OR LESS.

VALID DRIVERS LICENSE, VEHICLE REGISTRATION,

AND NAME OF BASE CIVIL ENGINEERING

REPRESENTATIVE REQUIRED AT FRONT GATE.

SCHEDULE 15 MINUTES MINIMUM FOR BACKGROUND

CHECK AT FRONT GATE.

2. ALL DELIVERIES AND DAY TO DAY CONSTRUCTION

TRAFFIC SHALL USE FRONT GATE ENTRANCE LOCATED

OFF OF AIR BASE ROAD.

3. ALL CONTRACT WORKERS DRIVING ON BASE SHALL HAVE

VALID DRIVER LICENSE, VEHICLE REGISTRATION AND

PROOF OF INSURANCE.

4. CONTRACTOR PARKING SHALL BE COORDINATED WITH

THE COR.

5. CONTRACTOR SHALL PROTECT EXISTING ROADWAY AND

PARKING LOTS AND REPAIR AS REQUIRED BY THE COR.

6. CONTRACTOR MATERIAL STAGING SHALL BE CORDINATED

WITH THE COR.

BASE ACCESS NOTES:

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

C1.1 LOWER FLOOR PLAN - FLOOR REPAIR

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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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FRONT GATE ENTRANCE TO TANG BASE

OFFICE

SATO

WOMEN'S

SAW SHOP

WAREHOUSE FLOOR

DELIVERY MGT

CHIEF SUPPLY

SUPVR

MGMT

PROCED

VEH OPS

COMPUTER RM

AREA

OFFICE

SUPV.

STORAGE

ROOM

CORRIDOR

STORAGE

TMO

OPEN COVERED STORAGE

DOCK

101A

109104

117B

117A

116A

WEIGHT RM.

DOWNSTAIRS

INCOMING

PLATFORM

100A

ISSUE

RECEIPT

UPLIFT RAMP

112A

BASEMENT PLAN

CLOTHING

BREAK

CLOSET

ELECTRICAL

J SUPPLY

TRAFFIC

CLOSET

MEN'SLGRSC

BREAK

PICKUP /

TMO

STORAGE

1S8

R ep ai r

B ld g

Fl oo r

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

PSXE242017

4.5.24

EXISTING CONDITIONS PHOTO. APPROXIMATE ORIGIN AND DIRECTION

LEGEND

A1 LOWER FLOOR PLAN - FLOOR REPAIR

SCALE: 1/16" = 1'-0"

PHOTO 4

PHOTO 3PHOTO 2PHOTO 1

PHOTO 9PHOTO 8PHOTO 7PHOTO 6

2 3

VARIABLE

WIDTH EXISTING

VARIABLE

WIDTH EXISTING

FLOOR JOINT

EXISTING DETERIORATED

CONCRETE SEALANT TO BE

REMOVED AND ALL SURFACES

TO BE SANDBLASTED, WIRE

BRUSHED AND BLOWN FREE

OF LOOSE DEBRIS

A13 REPAIR OF EXISTING JOINT

SCALE: N.T.S.

EXISTING FLOOR

SLAB

FLOOR JOINT

EXISTING FLOOR

SLAB

CLOSED CELL FOAM

BACKER ROD, SIZE

AND DEPTH AS

REQUIRED.

EXISTING CONDITION

REPAIR SECTION

EXISTING FLOOR JOINT, REMOVE ALL EXISTING JOINT SEALANT

MATERIAL AND REPLACE. SEE DETAIL A13 THIS SHEET.

EXISTING FLOOR SLAB TO BE REPAIRED. GRIND FLOOR, USE SHOT

BLASTING WHERE EXISTING CONDITIONS PROHIBIT GRINDING; TO

REMOVE ALL EXISTING EPOXY SURFACE MATERIAL. POINT UP ANY

SURFACE DAMAGE. FILL ALL CRACKS. CLEAN SURFACE AND APPLY

NEW EPOXY FLOOR COATING SYSTEM AS SPECIFIED.

GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE PHASING PLAN WITH COR. LIMITED WAREHOUSE

OPERATIONS SHALL CONTINUE DURING CONSTRUCTION.

2. CONTRACTOR SHALL PROTECT ALL AREAS OUTSIDE DESIGNATED PHASE FROM

DUST, OVERSPRAY, OR OTHER CONSTRUCTION RELATED CONTAMINATION.

3. CONTRACTOR SHALL MOVE AND OR PROTECT INVENTORY DURING CONSTRUCTION

AS DIRECTED BY COR.

4. EXISTING WAREHOUSE SHELVING IS A COMBINATION OF FIXED PERMANENT

SHELVING, PORTABLE SHELVING, MOBILE MECHANICAL FILES, AND FIXED MODULAR

SHELVING. ALL PORTABLE SHELVING SHALL BE REMOVED FROM WORK AREA,

MODULAR SHELVING RACK SHALL REMAIN, REMOVE AND REINSTALL LOWER

SHELVING UNITS AS REQUIRED BY CONSTRUCTION. FIXED PERMANENT SHELVING

SHALL REMAIN, CONTRACTOR SHALL PROTECT FROM CONSTRUCTION ACTIVITY.

SHELVING INDICATED ON FLOOR PLAN IS GENERALLY DIAGRAMATIC AND MAY NOT

PRECISELY INDICATE ALL SHELVING UNITS OR LOCATIONS. CONTRACTOR SHALL

FIELD VERIFY ALL OBSTACLES TO CONSTRUCTION AND COORDINATE WITH COR.

5. ALL FLOOR CONNECTIONS ARE NOT IDENTIFIED. CONTRACTOR SHALL VISIT THE

PROJECT SITE PRIOR TO BIDDING TO ADEQUATELY ACCOUNT FOR THESE

OBSTRUCTIONS. NO ADDITIONAL PAYMENT WILL BE MADE FOR UNIDENTIFIED

CONNECTIONS OR OBSTRUCTIONS.

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 FACILITY OPERATIONAL

REQUIREMENTS.

C1.1

E R

O R

R E

CWH

JTG

6" WIDE EPOXY STRIPE. TENNESSEE ORANGE (RGB 255,130,0) HEX FF8200

EXISTING SHELVING

(TYPICAL)

'-0

308'-0"

JOINT SEALANT

DEPTH PER

MANUFACTURER'S

RECOMMENDATIONS.

SEE SPECIFICATIONS

ESTIMATED REPAIR QUANTITIES

JOINT REMOVE AND REPAIR SEALANT = 1150 LF.

EPOXY FLOOR COATING = 19,000 SF.

PHOTO 5

PHOTO 10

MOBILE MECHANICAL

FILES TO REMAIN.

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REVISIONS:

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DATE:

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PROJ. NO:

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DRAWN:

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CHECKED:

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DATE:

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SHEET NO.

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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\47.278 - REPAIR BLDG 240 FLOOR TYPE A & B\02-DRAWINGS\SHEETS\REPAIR B240 FLOOR - FLOORPLAN LAYOUT.DWG PLOTTED ON:April 5, 2024 6:08 PM BY:TATE GERENPLOTTED ON:April 5, 2024 6:08 PM BY:TATE GERENApril 5, 2024 6:08 PM BY:TATE GEREN6:08 PM BY:TATE GERENBY:TATE GERENTATE GEREN

AutoCAD SHX Text Knoxville, Tennessee

00 - Cover

Sheets and Views

Layout

01 - C1.1 Floorplan

Sheets and Views

C1.1

File details come from the government source that posted it. Updated Aug 12, 2024.