Bldg 1812 Stairs.pdf

PDF 8 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

About this file

Written by GovTribe AI · Dec 21, 2023

This document package includes construction plans and specifications for repairing the exterior of Building 1812 at the Tennessee Air National Guard base in Alcoa, Tennessee. The project involves replacing exterior stairs, repairing concrete walkways, and installing new landscaping. Specifications provide requirements for concrete mixes and finishes, as well as notes on excavation safety, utility locates, and site stabilization.

The related federal contract opportunity is solicitation number W50S98-23-B-0005 for base-wide repairs to facility exteriors in Tennessee under the Department of the Army Tennessee Army National Guard. The solicitation seeks offers for general construction services including but not limited to concrete work, masonry, carpentry and roofing repairs. Pricing, response dates and potential award dates are not included in the provided information.

View the file

Other files

File	Type	Posted
OF_1419 PSXE232024.pdf	PDF	Sep 20, 2023
Sign in Sheet.pdf	PDF	Sep 15, 2023
OF_1419 PSXE232024.pdf	PDF	Sep 15, 2023
Site Visit Sign In Sheet.pdf	PDF	Aug 25, 2023
W50S98-23-B-00050001.pdf	PDF	Aug 25, 2023
Pre-Bid Slides 23B0005.pdf	PDF	Aug 25, 2023
Bldgs 320 321 Exterior.pdf	PDF	Aug 16, 2023
Bldg 125 Exterior Envelope.pdf	PDF	Aug 16, 2023
SOW PSXE232024 Repair Exteriors Basewide.pdf	PDF	Aug 16, 2023
Bldg 125 Exterior Spec.pdf	PDF	Aug 16, 2023
W50S98-23-B-0005.pdf	PDF	Aug 16, 2023

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

TENNESSEE AIR NATIONAL GUARDTENNESSEE AIR NATIONAL GUARD

23 SEPTEMBER 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

REPAIR BUILDING 1812REPAIR BUILDING 1812

PSXE182009PSXE182009

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

R ep ai r

B u ild in g

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

PSXE182009

09.23.22

SCALE: 1" = '

0 20 40 60

20 C1.1

S it e La yo u t Pl an

RJB

CJS

CLEANOUT

SANITARY SEWER LINE

WATER LINE

MANHOLE

IRRIGATION CONTROL VALVE

FIRE HYDRANT

WATER METER

VALVE

GAS LINE

YARD HYDRANT

INTERMEDIATE CONTOUR

INDEX CONTOUR

CHAIN LINK FENCE

WOODEN FENCE

BACKFLOW PREVENTER

LEGEND

EXISTING

POST INDICATOR VALVE

POTENTIAL FUTURE

EXPANSION

FUTURE BUILDING EXPANSION

NEW CONCRETE SIDEWALK

WASHED RIVER ROCK

NEW

EXTEND CONCRETE SIDEWALK

REFER TO SHEET A1.1 FOR

EXACT LIMITS.

BUILDING 1812

BAND FACILITY

6.5'

35'

GENERAL NOTES

1. LOCATIONS 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.

2. 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.

3. CONTRACTOR SHALL ALSO CONTACT THE TENNESSEE

ONE CALL CENTER AT 811 FOR LOCATION OF ANY/ALL

ELECTRICAL FACILITIES. THE PRIMARY ELECTRICAL

SERVICE ON BASE IS OWNED AND OPERATED BY THE

CITY OF ALCOA ELECTRICAL DEPARTMENT. CONTACT

PERSON IS MR. MIKE LINDSAY (865)380-4853.

4. ONCE ALL EARTH DISTURBING ACTIVITIES HAVE BEEN

COMPLETED, ALL DISTURBED AREAS SHALL BE

STABILIZED WITH SOD AS SOON AS PRACTICAL.

K1 WASHED RIVER ROCK

NOT TO SCALE

1. ALL HARDSCAPE SHALL BE D50 12" WASHED RIVER SLICKS

OVER FABRIC VEGETATIVE BARRIER. NO STONES SMALLER

THAN 4" IN SMALLEST DIMENSION.

2. HARDSCAPE SHALL BE FLUSH WITH SIDEWALK/CURB

ELEVATION. SEE SECTION 1 & 2 OF DETAIL A1 SHEET C2.1.

NOTES:

PROPEX GEOTEX 801

NON-WOVEN FABRIC

OR EQUIVALENT

WASHED RIVER

SLICKS HARDSCAPE

2" SLOPE FROM FACE OF BLDG

12"

F1 CONCRETE SIDEWALK

NOT TO SCALE

x x x x x x x x x x x x x x x x

4" CONCRETE STOOP

4" MINERAL

INSTALL AGGREGATE BASE

TO 95% COMPACTION

12" (TYP.)

6"x6" W2.9xW2.9 WWF

SEE LAYOUT PLAN

FOR DIMENSION GRADE

1", TYP.

BOTH SIDES

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 4

TO 5 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 COMPACTED TO 95% .

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 664 DURA 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

K1 C1.1

F1 C1.1

EXISTING CONCRETE STOOP.

NEATLY SAW CUT AND REMOVE

EXISTING EQUIPMENT PAD FOR

CONSTRUCTION OF EXTERIOR

STAIRS.

REFER TO SHEET M1.1 FOR

COORDINATION.

UPON COMPLETION OF STAIR

CONSTRUCTION POUR NEW

EQUIPMENT PAD FOR

CONDENSING UNIT.

SEE SHEET M1.1 FOR COORDINATION.

AutoCAD SHX Text W

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJ. NO:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text G

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

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text

COR

AutoCAD SHX Text H:\USPFO\47173 - BAND (BLDG1812) STAIRCASE AND FLOOR PLAN ANALYSIS\02-DRAWINGS\SHEETS\C1.1 SITE LAYOUT PLAN.DWG PLOTTED ON:October 25, 2022 1:14 PM BY:BECKY BOWEPLOTTED ON:October 25, 2022 1:14 PM BY:BECKY BOWEOctober 25, 2022 1:14 PM BY:BECKY BOWE1:14 PM BY:BECKY BOWEBY:BECKY BOWEBECKY BOWE

AutoCAD SHX Text Louisville, Tennessee

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

ICV

AutoCAD SHX Text

BFP

AutoCAD SHX Text

COMPACTED SUBGRADE

00-Cover

Sheets and Views

COVER

01-C1-1 Site Layout

Sheets and Views

Layout1

02-A1-1 Floor Plan & Elevations

03-A1-2 Stair Details

04-A1-3 Stair Specifications

05-FP1-1 Floor Plan Fire Protection

06-M1-1 Floor Plan HVAC

Sheets and Views

Model

07-E1-1 Floor Plan Electrical

Sheets and Views

20709-E1.1-Model

08-E1-2 Electrical Specifications

Sheets and Views

20709-E2.1-Model

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