Standard Details.pdf
PDF 1 MB Posted
- Solicitation number
- 36C24425B0022
About this file
These are technical drawings from the U.S. Department of Veterans Affairs (VA) dated October 1, 2022, containing detailed specifications for two different concrete infrastructure components:
-
Concrete Post Barricades (first page): Specifies two types of barricade posts (Type A and Type B) with precise dimensional requirements. The posts are 5'-6" tall, made of standard pipe sizes (5"x8"7'-0" and 3"x6"x5'-0"), and must be concrete-filled. The drawing includes painting instructions, requiring a prime coat of red oxide, one finish coat of dull black enamel, and optional 4" yellow reflective striping.
-
Concrete Sidewalk and Truncated Dome Tactile Warning Strip (second and third pages): Provides detailed specifications for concrete sidewalk construction, including requirements for expansion joints, contraction joints, and surface finishing. The third page focuses on detectable warning surface tiles, specifying precise dome dimensions, placement, and coverage (41 points per square inch), with specific requirements for installation on ramp openings and curb returns.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C24425B0022.docx | DOCX document | |
| Drawing CS-1.03 Civil Utility Plan.pdf | ||
| 36C24425B0022_002.docx | DOCX document | |
| Install CLC Acc Rte-Site Visit-VHACOAHILTED_08252025_123538.pdf | ||
| 36C24425B0022 0001.pdf | ||
| P09 CLC Accessible Route Part Plan.pdf | ||
| 36C24425B0022_1.docx | DOCX document | |
| CLC Accessible Route Specifications.pdf | ||
| P09 CLC Accessible Route Detail.pdf |
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Text version
NTS
CONCRETE SIDEWALK
NOTES:
1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB
OR OTHER ADJACENT STRUCTURES.
2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT
LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.
3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15'
[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB.
4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.
5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR
THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.
6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH
A FINE BRUSH IN A TRANSVERSE DIRECTION.
7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.
1" [25mm]
SCORED OR SAWCUT
CONTRACTION JOINT.
TOP OF CURB
1/4" [6mm]
DEEP SCORED
JOINTS
1/4" [6mm] R.
(TYP.) FORMED
JOINTS ONLY
CLASS "B"
CONCRETE
EXPANSION JOINT WITH
1/4" [6mm] BITUMINOUS
JOINT FILLER
1% MIN.
2% MAX.
1% MIN.
2% MAX.
m m
M I N
VARIES PER PLANS 0' MIN.
10.5' MAX.
[3200mm]
TYPICAL SECTION
EXPANSION AND SCORED JOINT DETAIL
m m m m
T Y P
60' MAX.
[18288mm]
EXPANSION JOINT TO EXPANSION JOINT
60' MAX.
[18288mm]
EXPANSION JOINT TO EXPANSION JOINT
SEE NOTE 7
(TYP) P
L A N S
P E R
P E R
P L A N S
PLAN
C O N C R E T E
S I D E W A L K
S D D W G
D E C E M B E R
N O N E
S C A L E
C A D
D E T A I L
N O
D
T E
I S S U E
DE
TA
IL
T
IT
LE
6"
VHACOACARTET
Line
VHACOACARTET
Line
TRUNCATED DOME TACTILE - WARNING STRIP
NTS
NOTE:
FIELD LEVEL DOME
COVERAGE = 41 POINTS
PER SQUARE INCH
INTERNAL EMBEDMENT FLANGE
@ 3" [76mm] C/C (SEE PLAN
FOR ORIENTATION)
90° POINTS
0.045" [1mm]
HIGH
INTERNAL EMBEDMENT FLANGE
@ 3" [76MM] C/C (SEE
PLAN FOR ORIENTATION)
0.625"∅ HOLE THROUGH EMBEDMENT
FLANGES (3 PER FLANGE) AS
SHOWN ON REFLECTED PLAN
0.625"[16mm]∅
HOLE THROUGH
EMBEDMENT FLANGES
(3 PER FLANGE)
INTERNAL
EMBEDMENT
FLANGE 7
PER TILE
0.1875"∅x0.0625"
DEEP [5mm∅x1mm]
DOME UNDERSIDE
OF TILE
SECTION B-B
SECTION A-A
DETAILPLAN - TILE REFLECTED PLAN - TILE
[79mm]
3.125"3"
[76mm]
0.1875"
[5mm]
3.125"
[79mm]
0.1875"
[5mm] m m m m
0.20"
[5mm]
0.20"
[51mm]
0.45"
[11mm]
0.45"
[11mm]
1.26"
[32mm]
1.67"
[42mm]
1.67"
[42mm]
24.625"
[625mm]
TILE FILLED WITH
STRUCTURAL POLYMER
CONCRETE
0.625" [16mm]∅ HOLE
EMBEDMENT FLANGES
AS SHOWN IN PLAN
m m m m
R
[1 0m m]
90° POINTS
0.045" [1mm]
HIGH
0.20"
[5mm]
0.20"
[51mm]
0.45"
[11mm]
0.45"
[11mm]
1.26"
[32mm]
1.67"
[42mm]
1.67"
[42mm]
24.625"
[625mm]
R
[1 0m m]
0.1875"
[5mm] m m m m m m m m m m
2.
[6 0m m]
0.40"
[10mm]
1.26"
[32mm] m m m m m m m m
1.67"
[42mm] m m m m m m
0.0625"
[1mm]B B
A
A
1.26"
[32mm]
1.26"
[32mm]
14 DOMES @ 1.67"
[42mm] SPACING C/C
24.625"
[625mm] m m m m
D O M E S m m
S P A C I N G
C C m m
SEE
DETAIL
RIGHT
1.26"
[79mm]
3.125"
[79mm]
7 FLANGES @ 3"
[76mm] SPACING C/C
24.625"
[625mm] m m m m m m m m m m m m
0.625"
[16mm]
1.238"
[31mm]
DETECTABLE WARNING NOTES:
THE DETECTABLE WARNING STRIP MUST COVER
THE ENTIRE WIDTH OF THE RAMP OPENING,
EXCLUDING THE WINGS. ALL DOMES MUST BE
ALIGNED IN THE DIRECTION OF TRAVEL. ONE
CORNER OF THE LEADING EDGE OF THE
DETECTABLE WARNING MAY BE MORE THAN 5
FEET FROM THE BACK OF THE CURB. WHEN
LOCATED ALONG A CURB RETURN, THE LEADING
EDGE OF THE DETECTABLE WARNING MAY BE
DEIFNED BY THE CHORD DRAWN BETWEEN THE
LEADING EDGES OF THE RAMP OPENING.
S C A L
C
D
D E T A I L
N O
T E
I S S U E
DE
TA
IL
T
IT
LE
T R U N C A T E D
D O M E
T A C T I L E
W A R N I N G
S T R I P
S D D W G
D E C E M B E R
N O N
| SD320523-04 |
| SD320523-18 |
| 11x17 |
| SD320523-20 |
| 11x17 |
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