S06 - Sign Post Detail.pdf
PDF 126 KB Posted
- Solicitation number
- 36C25924R0135
About this file
This document is a technical drawing detailing sign post foundation specifications for a federal construction project at the Cheyenne VA Medical Center. The detailed technical drawing provides precise requirements for perforated square tube sign post foundations, including:
Materials specifications: Square tube posts formed from 0.105 U.S.S. gauge ASTM A-366 cold rolled carbon steel, welded by high frequency resistance welding, externally scarfed with standard corner radii, and galvanized to ASTM A-525 G-90 coating. The foundation is 12" square, with posts ranging from 1 3/4"x1 3/4" to 2"x2", and includes specific installation requirements such as being located 1' from pavement edge, perpendicular to the paved surface, and finished with landscape material. The concrete foundation must be 2500 PSI, with 7/16" diameter holes spaced at 1" on center, and hardware must conform to ASTM A-307 Class A and be galvanized or cadmium plated.
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Other files
| File | Type | Posted |
|---|---|---|
| S06 - 442-23-001_Signage_Utility Plan Demo.pdf | ||
| 36C25924R0135 0005.docx | DOCX document | |
| S06 - 442-23-001_Site Plan Reno_revised.pdf | ||
| S05 - RFI Site Visit - Questions - Responses - 2nd Set - FE.docx | DOCX document | |
| S05 - RFI Site Visit - Questions - Responses - 1st Set - FE.docx | DOCX document | |
| 36C25924R0135 0004.docx | DOCX document | |
| 36C25924R0135 0003.docx | DOCX document | |
| 36C25924R0135 0002.docx | DOCX document | |
| S06 - Site Visit Attendance - FE.pdf | ||
| S06 - Site Visit Meeting Doc.docx | DOCX document | |
| 36C25924R0135 0001.docx | DOCX document | |
| 36C25924R0135_1.docx | DOCX document | |
| S22 - LOS - Attachment - 852.219-75 Blank -.docx | DOCX document | |
| PPQ Blank - Past Performance Questionnaire -.docx | DOCX document | |
| S02 - Site Plan Reno.pdf | ||
| S02 - Site Visit Bldg 11 Directions.pdf | ||
| S02 - Specifications.pdf | ||
| S02 - Site Plan Demo.pdf |
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Text version
NTS
MATERIALS:
1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM
0.105 U.S.S. GAUGE ASTM A-366 COLD ROLLED CARBON
STEEL. THE SQUARE TUBES SHALL BE WELDED DIRECTLY IN
THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR
EQUAL. THE POSTS SHALL BE EXTERNALLY SCARFED TO
AGREE WITH STD. CORNER RADII OF 5/32" [4mm] TO 1/64" [.3mm].
2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO
ASTM A-525. COATING DESIGNATION G-90.
3. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A.
4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM
A-153 OR CADMIUM PLATED TO CONFORM TO ASTM A-165.
5. ALL CONCRETE SHALL BE 2500 PSI.
NOTES:
1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4"
STARTER SIGN POST. STARTER SIGN POST SHALL BE
REMOVED AFTER CONCRETE HAS SET AND EXPOSED SQUARE
TUBING WRAPPED AND SEALED WITH DUCT TAPE.
2. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT.
3. FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING.
4. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE
PAVED SURFACE.
5. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3"
GALVANIZED.
6. REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THIS
SHEET FOR INSTALLATION LOCATION.
7/16" [10mm] HOLE DIAMETER SPACED AT 1" [25mm] 0.C.
EXPANSION
MATERIAL TYP.
IN CONCRETE
AREAS.
FINISH WITH
LANDSCAPE
MATERIAL.
FINISHED
GRADE
4"
[100mm]
SIGN POST DETAIL SQUARE TUBE FOUNDATION
12" SQUARE
[300mm] m m m m m m
12" SQUARE
[300mm] m m m ]1 m m m m m m m
2"x2" [50x50mm]
PERFORATED POST
2 1/4"x2 1/4" [57x57mm]
PERFORATED POST
1 3/4"x1 3/4" [40x40mm]
PERFORATED POST 2
m m
8" SQUARE
[200mm] m m m
S C A L E
C A D
D E T A I L
N O
D A T E
I S S U E D
DE
TA
IL
T
IT
LE
S I G N
P O S T
D E T A I L
S Q U A R E
T U B E
F O U N D A T I O N
S D D W G
D E C E M B E R
N O N E
11x17
File details come from the government source that posted it. Updated .