Bldg 125 Exterior Envelope.pdf

PDF 2 MB Posted Aug 16, 2023

Attached to: PSXE232024 Repair Exteriors Base wide
Solicitation number: W50S98-23-B-0005
Issued by: Department of the Army Tennessee Army National Guard

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Written by GovTribe AI · Dec 21, 2023

This document package includes plans and specifications for a building exterior envelope repair project at the Tennessee Army National Guard. The project scope involves demolishing and replacing exterior concrete sidewalks around Building 125 and includes specifications for the concrete work. The related federal contract opportunity is solicitation number W50S98-23-B-0005 from the Department of the Army Tennessee Army National Guard seeking offers for repair of exterior envelopes basewide. Offerors are required to provide repair and replacement services for exterior concrete and envelope elements of various buildings throughout the base, with responses due on an unspecified date.

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PSXE222008

TENNESSEE AIR NATIONAL GUARD

PSXE222008

TENNESSEE AIR NATIONAL GUARD

14 JUNE 2022

134 ARW/CE

PROJECT REVIEW

DATE

ATO

SECURITY

PROJECT MANAGER

USER

ENVIRONMENTAL MANAGEMENT

COMMUNICATIONS

FIRE DEPARTMENT DATE

DATEGROUND SAFETY

DATEWING / CC

DATECIVIL ENGINEER

DATECONTRACTING OFFICER

EXTERIOR ENVELOPEEXTERIOR ENVELOPE

TYPE B3 SUBMITTALTYPE B3 SUBMITTAL

BUILDING 125BUILDING 125

CIVIL ARCHITECT

AutoCAD SHX Text 240 West Bessemer Street Alcoa, TN 37701 ph. 865 980 3500

REVIE

ONLY

DEMOLITION LIMITS

NEW

SCALE: 1" = '

0 20 40 60

BUILDING 125

ITN

C1.1

S it e La yo u t Pl an

RJB

CJS

NOTES:

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON

PLANIMETRIC DATA FROM ATLANTIC DATED 03.23.22.

2. ALL DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE

SHALL BE STABILIZED WITH SOD AS SOON AS

PRACTICABLE. ALL DISTURBED AREAS SHALL BE

HAND-SMOOTHED TO MATCH SURROUNDING GRADE. IF

GRASS IS REQUIRED, A 4" LAYER OF TOPSOIL SHALL BE

APPLIED ALONG WITH SOD.

3. 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

WHETHER THEY ARE INDICATED OR NOT. CONTRACTOR

SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE

UTILITY LINES, WHETHER SHOWN ON THE CONSTRUCTION

PLANS OR NOT.

4. CONTRACTOR SHALL REQUEST A DIG PERMIT FROM WORK

CONTROL (865)336-4219 PRIOR TO ENGAGING IN ANY

EXCAVATION OR PENETRATING THE GROUND IN ANY WAY.

5. CONTRACTOR SHALL ALSO CONTACT TENNESSEE ONE

CALL CENTER 811 FOR LOCATION OF ANY/ALL ELECTRICAL

FACILITIES. THE PRIMARY ELECTRICAL SERVICE ON BASE

IS OWNED AND OPERATED BY THE CITY OF ALCOA

ELECTRIC SYSTEM. POC FOR THE ELECTRIC SYSTEM IS

MR. MIKE LINDSEY (865)380-4853.

SITE CONCRETE SPECIFICATION

1. THESE SPECIFICATIONS APPLY TO CONCRETE APPEARING ON THE CIVIL DRAWINGS.

2. ALL SITE CONCRETE SHALL BE 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH MAXIMUM SLUMP OF 3

INCHES AND 6% (+/- 1%) AIR ENTRAINMENT; ASTM C94.

3. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN ACCEPTABLE TO THE COR. USE OF ADMIXTURES SHALL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. DO NOT USE CALCIUM

CHLORIDE.

4. USE SET-RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN ACCEPTABLE TO THE COR.

5. DO NOT PLACE CONCRETE WHEN BASE SURFACE TEMPERATURE IS LESS THAN 40 DEGREES F OR SURFACE

IS WET OR FROZEN.

6. PORTLAND CEMENT: ASTM C150; NORMAL - TYPE I.

7. MINERAL AGGREGATE BASE: ASTM C33.

8. WATER: CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ALKALI, ORGANIC MATTER, OR OTHER

DELETERIOUS MATERIAL.

9. AIR ENTRAINMENT: ASTM C260 OR AASHTO M-154. AIR ENTRAINING ADMIXTURES SHALL BE ADDED TO THE

MIXER IN THE AMOUNT NECESSARY TO PRODUCE THE SPECIFIED AIR CONTENT.

10. CONCRETE SIDEWALK SHALL HAVE TNEMEC 668 DECK A PELL 40 SEALER APPLIED AS A FLOOD COAT AT 150 SQUARE FEET PER GALLON. SEALER SHALL BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS.

11. ANY CONCRETE DAMAGED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE REPLACED AT NO

EXPENSE TO THE GOVERNMENT.

A1 CONCRETE SPECIFICATIONS

NOT TO SCALE

E1 CONCRETE SIDEWALK

NOT TO SCALE

SANITARY SEWER LINE

WATER LINE

GAS METER

AIR CONDITIONER UNIT

VALVE

UTILITY-LIGHT POLE

GAS LINE

INTERMEDIATE CONTOUR

INDEX CONTOUR

LIGHT POLE

STORM SEWER LINE

LEGEND

EXISTING

E.J. DEMOLISH EXISTING SIDEWALK INCLUDING BASE STONE.

PROOF ROLL PRIOR TO CONSTRUCTION OF NEW WING WALL

AND CONCRETE SIDEWALK.

REFER TO SHEET A1.1 FOR DETAILS

NEW WING WALL

REFER TO A1.1 FOR DETAILS

5' 8'

AS SHOWN ON PLANS

TYPICAL SECTION IN GRASS

1.5% MAX.

12" MIN.

COMPACTED

SUBGRADE

4" MINERAL

AGGREGATE BASE

4" CONCRETE

SIDEWALK

6"x6" W2.9 x W2.9 WWF

PLAN

4" SMOOTH TROWEL FINISH

BROOM FINISH CENTER

1" EXP. JOINT (TYP)

5'-0"

25' (MAX) EXPANSION JOINTS

CONTRACTION JOINT

CONCRETE SIDEWALK

EXISTING

WASHED RIVER ROCK

R ep ai r

E xt er io r E n ve lo pe

B u ild in g

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

PSXE222008

05.06.22

CONCRETE SIDEWALK

E1 C1.1

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BRISCOE DR.

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BRISCOE DR.

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AutoCAD SHX Text 965.21

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GL5 4" GL39 4" 3408 4X4 TEE

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GL39 4" GV

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BRISCOE DR.

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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

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COR

AutoCAD SHX Text H:\USPFO\47161 - BLDG 125 ITN MECHANICAL SYSTEM UPGRADE\02-DRAWINGS\SHEETS\C1-1 SITE LAYOUT EXTERIOR.DWG PLOTTED ON:June 8, 2022 3:49 PM BY:BECKY BOWEPLOTTED ON:June 8, 2022 3:49 PM BY:BECKY BOWEJune 8, 2022 3:49 PM BY:BECKY BOWE3:49 PM BY:BECKY BOWEBY:BECKY BOWEBECKY BOWE

AutoCAD SHX Text Louisville, Tennessee

Sheets and Views

COVER

01-C1-1 Site Layout Exteriors.pdf

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Layout1

File details come from the government source that posted it. Updated Aug 16, 2023.