C1.1.pdf
PDF 2 MB Posted
- Solicitation number
- W50S98-24-B-0002
About this file
This document appears to be a construction drawing (C1.1) for the repair of an existing air park shield. The drawing provides details on the replacement of the emblem, new concrete work, and site preparation requirements. Key details include:
The project involves the removal and replacement of an existing air park shield emblem. New concrete work is required, including sidewalks, sitting walls, and in-ground lights. Site work includes leveling, haul route provisions, and surface preparation for the new paint system which must be applied per the manufacturer's recommendations. The project specifications outline requirements for the concrete mix design, materials, and placement. This drawing is part of the larger PSXE242001 solicitation from the Tennessee Army National Guard to repair interiors and exteriors basewide.
View the file
Other files
Show all 19
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C1.1
S H
IE
LD
D E
TA
IL
S
LEN
CJS
EXISTING CONDITIONS
SCALE: 1" = 10'
H1
SIDEWALK EMBLEM
SCALE: AS NOTED
H9
NEW CONCRETE WITH
LIGHT BROOM FINISH
SCALE: 1" = 1'
PLAN
EJ
EJ
EJ
EJ
EJ
EJ
EJEJ
EJ
EJ
EJ
SITTING WALL "B"
SITTING WALL "A"
SITTING WALL "C"
CONTRACTION
JOINT (TYP.)
12'
EJ
EJ EJ
CJ
CJ
CJ
CJCJ
CJ
CJ
CJ
FLAG POLES
TYP. OF 3
2' TYP
IN GROUND LIGHTS
TYP. OF 3
90' - 11'-3" C.J.E.W.
EJ EJ
NOTES
1. CONTRACTOR SHALL TAKE CARE TO REMOVE AND PROPERLY DISPOSE OF EXISTING EMBLEM
WITHOUT DAMAGING ADJACENT SURFACES. DAMAGE OF THE EXISTING EMBLEM IS PERMITTED
AS NEEDED FOR REMOVAL.
2. CONTRACTOR SHALL PROVIDE ADDITIONAL LEVELING STONE AS REQUIRED.
3. CONTRACTOR SHALL LEAVE ALL SURFACES IN A CLEAN CONDITION.
4. HAUL ROUTES AND WORK AREA PROVISIONS SHALL BE SUBMITTED FOR COR APPROVAL.
5. PAINT SYSTEM FOR THE SHIELD SHALL BE APPLIED IN STRICT ACCORDANCE WITH
MANUFACTURERS SUGGESTED RECOMMENDATIONS AND INCLUDE:
a. SURFACE PREPARATION: ALLOW CONCRETE TO CURE MINIMUM OF 28 DAYS @ 75 DEGREES.
MECHANICALLY ABRADE IN ACCORDANCE WITH ICRI STANDARD CSP 2-3.
b. PRIMER - TNEMEC 66/161 H.B. EPOXILINE AT 4.0 TO 6.0 MILS DFT.
c. FINISH COLOR COATS: TWO COATS OF TNEMEC 1072 FLUORONAR AT 2.0 TO 3.0 MILS DFT.
d. CLEAR COAT: TNEMEC 1079-0763 CLEAR COAT TO 2.0 TO 3.0 MILS DFT.
NOT TO SCALE
7" 5"
6"
4" 4"
6"
2 " EXPANSION JOINT (TYP.)
FILL WITH SIKA FLEX SELF
LEVELING JOINT FILLER
NEW CONCRETE
EXISTING CONCRETE
SIDEWALK
SECTION A-A
X XX
#89 STONE
#57 STONE
6"
A
A
EXISTING CONCRETE EDGE STRIP
EMBLEM TO BE REMOVED AND REPLACED
R E
PA
IR
A
IR
P A
R K
S H
IE
LD
4t h A
IR
R
E
FU
E
LI
N G
W
IN
G
PSXE122024
3.11.24
X XX
6X6-W2.9XW2.9 WWF (TYP.)
SITE CONCRETE SPECIFICATION
1. ALL SITE CONCRETE SHALL BE 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH MAXIMUM SLUMP OF 4
TO 5 INCHES AND 6% (+/- 1%) AIR ENTRAINMENT; ASTM C94.
2. 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.
3. USE SET-RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN ACCEPTABLE TO THE COR.
4. DO NOT PLACE CONCRETE WHEN BASE SURFACE TEMPERATURE IS LESS THAN 40 DEGREES F OR SURFACE
IS WET OR FROZEN.
5. PORTLAND CEMENT: ASTM C150; NORMAL - TYPE I.
6. MINERAL AGGREGATE BASE: ASTM C33 COMPACTED TO 95% .
7. WATER: CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ALKALI, ORGANIC MATTER, OR OTHER
DELETERIOUS MATERIAL.
8. 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.
9. ANY CONCRETE DAMAGED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE REPLACED AT NO
EXPENSE TO THE GOVERNMENT.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
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
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 H:\USPFO\47.226 - REPAIR AIR PARK SHIELD\02-DRAWINGS\SHEETS\C1.1.DWG PLOTTED ON:March 26, 2024PLOTTED ON:March 26, 2024March 26, 20241:33 PM BY:ELAINE NESMITHBY:ELAINE NESMITHELAINE NESMITH
AutoCAD SHX Text
KNOXVILLE, TENNESSEE
AutoCAD SHX Text
KNOXVILLE, TENNESSEE
File details come from the government source that posted it. Updated .