Bldg 207 HVAC.pdf

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Attached to
PSXE232023 Repair HVAC / Fire Protection Base wide
Solicitation number
W50S98-23-B-0004
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This document package includes plans and specifications for repairing the HVAC system and fire protection at a Tennessee Army National Guard base. The solicitation requests bids for repairing Building 207's HVAC and replacing the concrete equipment pad. Plans show the building layout, demolition details, and new HVAC system. Specifications cover site work, concrete, and electrical demolition. Bids are due by January 23, 2023 to the Department of the Army Tennessee Army National Guard for project number PSXE232023. The award date is to be determined.

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Other files

File Type Posted
Bid Opening Sign In Sheet HVAC Fire Protection.pdf PDF
OF_1419 Abstract PSXE232023.pdf PDF
Questions and Answers 1 and 2.pdf PDF
Pre-Bid Slides 23B0004.pdf PDF
Site Visit Sign In Sheet.pdf PDF
W50S98-23-B-0004.pdf PDF
Bldg 207 HVAC Spec.pdf PDF
SOW PSXE232023 Repair HVAC Fire Protection Basewide.pdf PDF
Bldg 264 Fire Protection etc.pdf PDF

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REPAIR BUILDING 207 HVAC

TENNESSEE AIR NATIONAL GUARD

REPAIR BUILDING 207 HVAC

TENNESSEE AIR NATIONAL GUARD

15 DECEMBER 2022

134 ARW/CE

PROJECT REVIEW

DATE

DATE

DATE

DATE

DATE

DATE

ATO

SECURITY

PROJECT MANAGER

USER

ENVIRONMENTAL MANAGEMENT

COMMUNICATIONS

FIRE DEPARTMENT DATE

DATEGROUND SAFETY

DATEWING / CC

DATECIVIL ENGINEER

DATECONTRACTING OFFICER

PSXE222007PSXE222007

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

W

CB 2X

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BLDG.

BLDG. 90

AIR BASE ROAD

POST AVE.

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12.15.22

GENERAL NOTES

1. EXISTING CONDITIONS TAKEN FROM BASE MAPPING. CONTRACTOR SHALL

FIELD VERIFY SITE CONDITIONS BEFORE BEGINNING WORK.

2. THE LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE

APPROXIMATE ONLY, AND THOSE SHOWN MAY NOT BE ALL THAT EXIST ON

THE PROJECT SITE. EXACT LOCATIONS SHALL BE DETERMINED IN THE

FIELD BY CONTACTING THE UTILITY COMPANIES INVOLVED. NOTIFICATION

BY CALLING TENNESSEE ONE CALL AT 1-800-351-1111 WILL BE REQUIRED.

PVC

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UTILITY-LIGHT POLE

LIGHT POLE

GUY

ELECTRIC METER

ELECTRIC PULL BOX

ELECTRIC TRANSFORMER

TELEPHONE PEDESTAL

GAS METER

VALVE

WATER METER

FIRE HYDRANT

POST INDICATOR VALVE

YARD HYDRANT

MANHOLE

CATCH BASINS

CURB INLET

ROUND AREA DRAIN

HANDICAP PARKING

SIGN

WATER LINE

SANITARY SEWER LINE

GAS LINE

STORM SEWER LINE

REINFORCED CONCRETE PIPE (STORM)

CORRUGATED METAL PIPE (STORM)

POLYVINYL CHLORIDE

OVERHEAD POWER LINE

ELECTRIC LINE

TELEPHONE LINE

FIBER OPTIC LINE

PROPERTY BOUNDARY

BENCH MARK

8"

SAN.

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" x x x x x x x x x x x x x x x x

4" CONCRETE

EQUIPMENT PAD

4" MINERAL

INSTALL AGGREGATE BASE

TO 95% COMPACTION

12" (TYP.)

6"x6" W2.9xW2.9 WWF

SEE LAYOUT PLAN

FOR DIMENSION

COMPACTED SUBGRADE

GRADE

1" , T

YP

BO

TH

S

ID

ES

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 DUR 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

F1 CONCRETE EQUIPMENT PAD

NOT TO SCALE

K1 WASHED RIVER ROCK

NOT TO SCALE

C1.1

S it e La yo u t Pl an

RJB

CJS

CONTRACTOR SHALL DEMOLISH

EXISTING CONCRETE EQUIPMENT PAD

INCLUDING BASE STONE.

BRING BACK UP TO EXISTING GRADE

WITH TOP SOIL AND SOD.

REFER TO MECHANICAL PLANS FOR COORDINATION.

SHEET M1.1

NEW CONCRETE EQUIPMENT PAD

REFER TO MECHANICAL PLANS FOR

COORDINATION

SHEET M2.1

WASHED RIVER ROCK

F1 C1.1

K1 C1.1

AutoCAD SHX Text T

AutoCAD SHX Text T

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COM MH TC = 976.62

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6" PVC

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COM MH TC = 976.33

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EMH T.C.=977.38

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TELEPHONE PEDESTAL

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SAMH AG038 T.C.=976.38 I.E.= 971.41 IN I.E.= 971.63 OUT

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10" PVC

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EMH T.C.=974.47

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SAMH AG037 BURIED IN ASPHALT

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SAMH AG036 T.C.=971.04 I.E.= 966.99 IN I.E.= 966.92 OUT I.E.= 967.03 IN (6")

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SAMH AG099 T.C.=974.80 I.E.= 967.85 IN I.E.= 967.72 OUT

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CABLE 4" 4/0

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TRANSFORMER

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TELEPHONE PEDESTAL

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4" #2 CABLE

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COM MH TC = 974.85

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COM MH TC = 974.12

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EMH T.C.=972.45

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4" #2 CABLE

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8" PVC

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4" 4/0 CABLE

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6" PVC

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8" PVC

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10" TRANSITE

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8" PVC

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10" PVC

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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 M

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AutoCAD SHX Text K

AutoCAD SHX Text J

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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\47.202 - REPAIR BLDG 207 HVAC\02-DRAWINGS\SHEETS\C1-1 SITE LAYOUT.DWG PLOTTED ON:December PLOTTED ON:December December 21, 2022 1:46 PM BY:BECKY BOWE1:46 PM BY:BECKY BOWEBY:BECKY BOWEBECKY BOWE

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