ELEVATION SECTION A-A STANDARD DRAWING NO.
Transcript of ELEVATION SECTION A-A STANDARD DRAWING NO.
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INDIANA DEPARTMENT OF TRANSPORTATION
SEPTEMBER 2017
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
16
E 802-SNGP-01
DRAWING INDEX
WIDE-FLANGE SIGN SUPPORT AND PANEL SIGN
Wide-Flange Sign Support, Foundation
Wide-Flange Sign Support, Post Selection Table, Clear Height=22 ft
Wide-Flange Sign Support, Post Selection Table, Clear Height=20 ft
Wide-Flange Sign Support, Post Selection Table, Clear Height=18 ft
Wide-Flange Sign Support, Post Selection Table, Clear Height=16 ft
Wide-Flange Sign Support, Post Selection Table, Clear Height=14 ft
Wide-Flange Sign Support, Post Selection Table, Clear Height=12 ft
Wide-Flange Sign Support, Post Selection Table, Clear Height=10 ft
Wide-Flange Sign Support, Post Selection Table, Clear Height=8 ft
Panel Sign Post Clip
Panel Sign Connection Details
Wide-Flange Sign Support, Fuse/Hinge Plate Connection
Wide-Flange Sign Support, Base Connection Dimensions
Wide-Flange Sign Support, Base Connection
Wide-Flange Sign Support, Placement and Post Spacing
Wide-Flange Sign Support and Panel Sign Drawing Index
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/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
SECTION A-A
Stu
b Length
FoundationSign Support
Fuse Plate
Perforated Hinge Plate
3
4
7'-0" Min.
ELEVATION
Stabilized Shoulder
A
A
(Typ.)
Foundation
Sign Support
Sign Border
1
1 1
Clear
Heig
ht
1/5 Width3/5 Width1/5 Width
Width
Edge of Travel Lane
7'-0" Min. Post Spacing
30' or as specified in plans
For Posts > 18 lb/ft
(Typ.)4" Max.
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
SEPTEMBER 2017
E 802-SNGP-02
PLACEMENT AND POST SPACING
WIDE FLANGE SIGN SUPPORT
Clear height is based on the longest post.5.
See keynote 3 on Standard Drawing E 802-SNGP-05.4
See Detail A on Standard Drawing E 802-SNGP-05.3
For sign post clip details see Standard Drawing E 802-SNGP-07.2.
per foot the minimum beam spacing shall be 7 ft.
For beams that have a unit weight greater than 18 lbs1
NOTES:
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/s/ John Leckie 04/10/17
Min.
6'-0"
3 BEAM SPACING 4 BEAM SPACING
3/20 Width2 Spa. @ 7/20 Width3/20 Width 1/8 Width3 Spa. @ 1/4 Width1/8 Width
4" Max.3" Typ.
4" Max.3" Typ.
SECTION A-A
Washer
washer
Install below
Keeper Plate,
Base Plate
Washer
Ground Slope
Keeper Plate
Stub
Stub
Foundation
Sign Support
Post
Sign Support
Base Plate2
3
Base Plate2
Base Plate 22
2
2
AA
3
FRONT ELEVATION SIDE ELEVATION
(Typ.)
Stiffener Plate
Base Plate
2
2
2
2
3
Plate
Stiffener
Typ. Each
2W
to the shoulder.
installed parallel
This side to be
Washer
Base Plate
Washer
Sign Post
Sign Post
Bolt Bolt2 2
3"
Typ.
4"
Max.
3"
Typ.
4"
Max.
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2017
BASE CONNECTION
WIDE-FLANGE SIGN SUPPORT
E 802-SNGP-03
prevent nut loosening.
Threads at junction with nuts shall be burred using a center punch to C.
All bolts shall be tightened in accordance to 711.65(d).B.
of the top base plate. Shim as required to plumb post.
each bolt shall be placed between the top of the keeper plate and bottom
The contractor shall bolt post to stub. One flat washer on A.
PROCEDURE FOR ASSEMBLY OF BASE CONNECTION:
802-SNGP-16 for stub length and foundation dimensions.
See Foundation Data table on Standard Drawing E 3
diameter.
stiffener plate details, including weld thickness and bolt
See Standard Drawing E 802-SNGP-04 for base plate and 2
physically held level until the concrete sets.
Stubs shall be plumb and base plate shall be leveled and 1.
NOTES:
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/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
(28 Gauge)
Plate Thickness = 0.0149"30°
Plate Detail
See Base
S t1
B
A/2
bfb
A
S S
1/2"
1/2
"
1/2"
1/2
"
Plate Thickness = t
bf
b
A
D
C
R (Typ.)
Stiffener Plate
SHIM DETAIL
L
L
L/2
M
Shims per Post.
and 2 - 0.0329" Thick (21 Gauge)
Provide 2 - 0.0149" Thick (28 Gauge)
Plate Thickness = t1
STIFFENER PLATE
BOLT KEEPER PLATE
Plate Thickness = t
SECTION AT BASE PLATE BASE PLATE
2
BASE CONNECTION DATA
B CA D R(lbf*in)
Torque
W 6x12
W 8x18
W 8x24
W 10x33
2-3/16"5-3/4"
8" 2-3/4"
2-3/8"
2" 3/8"
7/16"
7/16"
9/16"
5/8"
3/4"
3/4"
1"
270 ± 45
445 ± 75
445 ± 75
580 ± 90
w
SHIM
5/16"
4-3/4"
7"
2"
2-3/8"
2-3/4"
5-1/8"
6-1/4"
8"
8"
2-3/16"
b f
1-1/8"
1-1/2"
1-3/4"
2"
2-1/2"
2-3/4"
3-1/2"
4"
S
1-3/16"
1-3/8"
1-3/8"
1-9/16"
1/2"
1/2"
1/2"
1/2"
1/2"
5/8"
3/4"
3/4"
1/4"
1/4"
5/16"
L
1-3/8"
1-3/4"
2-1/8"
2-3/8"
20.70
26.08
9.02
Per Post (lb)
Hardware
& Misc.
Plate, Stiffener,
Wt. of Base
13.71
M
11/16"
13/16"
13/16"
1t 2t
1-1/16"
W 12x45 3" 9/16"1" 580 ± 908" 3" 8" 2" 4" 1-9/16" 1/2" 3/4" 5/16" 2-3/4" 28.351-1/16"
W 6x9 1"4-1/2" 2" 4-1/2" 1/2" 9/32" 1-3/8" 1/2" 1/2" 3/16" 8.432-1/2" 1-3/4" 13/16"2" 140 ±20
Post SizeDia.
Bolt INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
SEPTEMBER 2017
E 802-SNGP-04
BASE CONNECTION DIMENSIONS
WIDE-FLANGE SIGN SUPPORT
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/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
w
w
BDepth of SectionB
A
B
A/2
A/2
CC
C C
B
FUSE PLATE HINGE PLATE
Diameter = D
Hole
2
Post Hinge
Diameter = D
Hole
1
Thickness = t
Plate
1 Thickness = t
Plate
2
D D
CC
EEE
and reamed
be drilled or sub-punched
Flange holes for hinge shall
DETAIL A
and WebCut Flange
Post
Perforated Fuse Plate
H.S. Bolts Bearing Type
Hinge Plate
3" ± 2"
2
Flat Washers
11 3
and reamed.
be drilled or sub-punched
Flange holes for hinge shall
Sign Face
A B C D E
7-1/4"
8-1/4"
8-1/4"
4"
9-1/4"
11"
5-1/4"
6-1/2"
8"
8"
1-1/4"
1-3/8"
1-3/8"
2"
2"
7/8"
1-1/8"
1-1/2"
1-3/4"
1-3/4"
15/16"
1-1/4"
1-1/2"
1-3/4"
1-3/4"
3/8"
3/8"
1/2"
5/8"
3/4"
13/16"
1"
1"
1-1/8"
1-5/16"
11/16"
13/16"
13/16"
1-1/16"
1-1/16"
5/8"
3/4"
3/4"
1"
1"
W 6x12
W 8x18
W 8x24
W 10x33
W 12x45
6.16
9.20
26.20
37.40
15.20
Per Post (lb)
Hinge Plate
Fuse Plate &
Wt. of
4-1/4" 4" 1-1/8" 7/8" 1/4" 9/16" 1/2" 4.801" 3/4"
FUSE AND HINGE PLATE DATA
W 6x9
fuse plate hinge plate
t1 D1 D2t2
28,400
39,250
51,500
(lbs)
Tension
Bolt
12,050
19,200
28,400
Diameter
BoltPost Size
3/8""
1/4"
3/8"
1/2"
5/8"
3/4"
NOTES:
FUSE/HINGE PLATE CONNECTION
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
SEPTEMBER 2017
E 802-SNGP-05
of the upper joint.
perforated fuse plates shall be used on the front and back sides
3 For assemblies in medians or along undivided highways,
exceed 0.0625 in.
plate/hinge plate connection shall fit flush. Any variation shall not
2 The upper and middle W-Beam sections at the fuse
plate to the bottom of the sign shall be the same for all posts.
1 The distance from the top of the fuse plate and the hinge
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ANI D G
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/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
SECTION B-B
SECTION C-C
1'-0"
1'-0"
1'-0"
1'-0"
Post Flange
Limits of Sign
Sign Post
Sign Panel
Sign Panel
Sign Post
DETAIL A
Detail A
Panel Sign Post Clip (Typ.)
Panel Sign Post Clip (Typ.)
Sign Panel (Typ.)
(Typ.)
Panel Sign Post Clip
(View from Back of Sign)
ELEVATION
C CB
B
1
1
1
Top of sign panel
Bottom of sign panel PANEL SIGN CONNECTION DETAILS
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
SEPTEMBER 2017
E 802-SNGP-06
Clip details.
width. See Standard Drawing E 802-SNGP-07 for Post
These clips are not required for signs less than 24 ft. in 1
NOTES:
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/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
5/16"
3/4"
1" 5/16"
3/16"
Knurled
Knurled
ELEVATION
1"
1/16"
5/8"
3/16"
5/8"
1 3/4"
3/8" - 16 UNC-2A Thread
SIDE VIEW
1"
7/16"1 7/8"
3/8" 1 5/16"
1" 1/4" 5/8"
PLAN VIEW
Hex Lock Nut
3/8" - 16 UNC-2A
POST CLIP BOLT
TOP VIEW
1/16"
3/8" Ø x 1 3/4" Bolt
3/8"R
5/16"R
5/8"R
1/4"R
PANEL SIGN POST CLIP
INDIANA DEPARTMENT OF TRANSPORTATION
SEPTEMBER 2017
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
E 802-SNGP-07
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/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
1 9/16"
1 1/2" 1/2"
Sign Width (ft)
Sig
n H
eig
ht (ft)
2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9
2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9
2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9
2- W6x9 2- W6x9 2- W6x9
2- W6x9
2- W6x12 2- W6x12 2- W6x12 2- W6x12
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18
2- W8x18 2- W8x18
2- W8x18
2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24
2- W8x24*
2- W8x24*
2- W8x24
2- W10x33 2- W10x33
2- W10x332- W10x332- W10x332- W10x33
2- W10x332- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33
2- W10x332- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33
2- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x332- W10x332- W10x33
2- W10x332- W10x33
2- W10x33
2- W10x33*
2- W10x33*
2- W10x33*
2- W10x33*
2- W12x45 2- W12x45
2- W12x452- W12x45
2- W12x452- W12x45
2- W12x452- W12x45
2- W12x45 2- W12x45
2- W12x45 2- W12x45
3- W10x33 3- W10x33
3- W10x333- W10x33
3- W10x333- W10x33
3- W10x33
4- W10x33
4- W10x334- W10x334- W10x33*
4- W10x33* 4- W10x33*
6 8 10 12 14 16 18 20 22 24 26 28 30
4
6
8
10
12
14
16
18
20
22
24
26
28
30
* Post spacing shall be 7'-0"
Standard size not available
2- W8x24*
2- W8x18
2- W8x18
2- W8x18
CLEAR HEIGHT = 8 FT
POST SELECTION TABLE
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
SEPTEMBER 2017
E 802-SNGP-08
up to the nearest even number.
3. Sign dimensions and clear height should be rounded
2. Table entries are number of posts- post size.
to bottom of sign.
1. Clear height is the distance from the top of foundation
NOTES:
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/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
Sign Width (ft)
Sig
n H
eig
ht (ft)
2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x12 2- W6x12
2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x12 2- W6x12 2- W6x12
2- W6x9 2- W6x9 2- W6x9 2- W6x12 2- W6x12 2- W6x12
2- W6x9 2- W6x12 2- W6x12
2- W6x12
2- W6x12 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18
2- W8x18 2- W8x18
2- W8x18
2- W8x24
2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24
2- W8x24
2- W8x24*
2- W10x33*
2- W10x33 2- W10x33
2- W10x332- W10x332- W10x332- W10x33
2- W10x332- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W12x45
2- W12x452- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33
2- W12x452- W10x332- W10x332- W10x332- W10x33
2- W12x452- W10x332- W10x33
2- W12x452- W10x33
2- W10x33
2- W10x33*
2- W10x33*
2- W10x33*
2- W10x33*
2- W12x45 3- W10x33
3- W10x332- W12x45
3- W10x333- W10x33
3- W10x332- W12x45
2- W12x45 3- W10x33*
2- W12x45
3- W10x33 3- W10x33
4- W10x333- W10x33
3- W10x33
3- W10x33
4- W10x33
4- W10x334- W10x334- W10x33*
4- W10x33* 4- W10x33
6 8 10 12 14 16 18 20 22 24 26 28 30
4
6
8
10
12
14
16
18
20
22
24
26
28
30
2- W10x33 2- W10x33
2- W10x332- W10x33
2- W10x332- W8x24*
2- W10x33
* Post spacing shall be 7'-0"
Standard size not available
2- W8x18
2- W8x18
2- W8x18
CLEAR HEIGHT = 10 FT
POST SELECTION TABLE
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
SEPTEMBER 2017
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
E 802-SNGP-09
up to the nearest even number.
3. Sign dimensions and clear height should be rounded
2. Table entries are number of posts- post size.
to bottom of sign.
1. Clear height is the distance from the top of foundation
NOTES:
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STATE OF
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/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
Sign Width (ft)
Sig
n H
eig
ht (ft)
2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x9 2- W6x12 2- W6x12 2- W6x12 2- W6x12 2- W6x12 2- W8x18
2- W6x9 2- W6x9 2- W6x9 2- W6x12 2- W6x12 2- W6x12 2- W6x12 2- W8x18 2- W8x18
2- W6x9 2- W6x12 2- W6x12 2- W8x18 2- W8x18 2- W8x18
2- W6x12 2- W8x18
2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x24 2- W8x24
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x24 2- W8x24
2- W8x18 2- W8x18 2- W8x18 2- W8x24
2- W8x18 2- W8x18
2- W8x18
2- W8x24
2- W8x24
2- W8x33*
2- W10x33*
2- W10x33 2- W10x33
2- W10x332- W10x332- W10x332- W10x33
2- W10x332- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W12x45 2- W12x45 3- W10x33
3- W10x332- W12x452- W12x452- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 2- W10x33 2- W12x45 2- W12x45
3- W10x332- W12x452- W10x332- W10x332- W10x33
2- W12x452- W10x332- W10x33
2- W12x452- W10x33
2- W12x45
2- W10x33*
2- W10x33*
2- W10x33*
2- W10x33*
3- W10x33 3- W10x33
3- W10x333- W10x33
3- W10x333- W10x33
3- W10x333 W10x33*
3- W12x45 3- W12x45
4- W10x334- W10x33* 4- W10x33
4- W12x454- W10x334- W10x33*
6 8 10 12 14 16 18 20 22 24 26 28 30
4
6
8
10
12
14
16
18
20
22
24
26
28
30
2- W10x33 2- W10x33
2- W10x332- W10x33
2- W10x332- W8x24*
2- W10x33
2- W8x24*
2- W10x33
2- W10x33 2- W10x33
2- W10x33
2- W10x33
2- W10x33 2- W10x33
* Post spacing shall be 7'-0"
Standard size not available
2- W8x18
2- W8x18
2- W8x18
CLEAR HEIGHT = 12 FT
POST SELECTION TABLE
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
SEPTEMBER 2017
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
E 802-SNGP-10
up to the nearest even number.
3. Sign dimensions and clear height should be rounded
2. Table entries are number of posts- post size.
to bottom of sign.
1. Clear height is the distance from the top of foundation
NOTES:
60900348
ED
H B.
REG
RI ETS
DI
DA
V URO
FF
RP
N
O
S
EF
I A
No.
STATE OF
ANI D G
I
E
EE
RN
NSIONAL
/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
Sign Width (ft)
Sig
n H
eig
ht (ft)
2- W6x9 2- W6x9 2- W6x9 2- W6x12 2- W6x12 2- W6x12 2- W6x12 2- W6x12 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W6x9 2- W6x12 2- W6x12 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W6x12 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18
2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x18 2- W8x18 2- W8x18 2- W8x24 2- W8x24
2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24
2- W8x18 2- W8x18 2- W8x24 2- W8x24
2- W8x18
2- 10x33
2- W10x33*
2- W10x33*
2- W10x33 2- W10x33
2- W10x332- W10x332- W10x332- W10x33
3- W10x333- W10x332- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 2- W10x33 3- W10x33 3- W10x33 3- W10x33 3- W10x33
3- W10x333- W10x333- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 3- W10x33* 2- W10x33 3- W10x33
3- W10x333- W10x33*2- W10x332- W10x33
2- W10x33
2- W10x33*
2- W10x33*
2- W10x33*
3- W10x33 4- W10x33
4- W10x33*3- W10x33 4- W10x33 4- W10x33
4- W10x334- W10x33*
6 8 10 12 14 16 18 20 22 24 26 28 30
4
6
8
10
12
14
16
18
20
22
24
26
28
2- W10x332- W10x332- W10x332- W10x332- W8x24
2- W10x33 2- W10x33 2- W10x33 2- W10x33
2- W10x332- W10x332- W10x332- W10x332- W8x24*
2- W8x24* 2- W8x24* 2- W10x33 2- W10x33
2- W10x332- W8x24*
2- W10x33
* Post spacing shall be 7'-0"
Standard size not available
2- W8x18
2- W8x18
2- W8x18
CLEAR HEIGHT = 14 FT
POST SELECTION TABLE
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
SEPTEMBER 2017
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
E 802-SNGP-11
up to the nearest even number.
3. Sign dimensions and clear height should be rounded
2. Table entries are number of posts- post size.
to bottom of sign.
1. Clear height is the distance from the top of foundation
NOTES:
60900348
ED
H B.
REG
RI ETS
DI
DA
V URO
FF
RP
N
O
S
EF
I A
No.
STATE OF
ANI D G
I
E
EE
RN
NSIONAL
/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
Sign Width (ft)
Sig
n H
eig
ht (ft)
2- W6x12 2- W6x12 2- W6x12 2- W6x12 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W6x12 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x24
2- W8x18 2- W8x18
2- W8x18
2- W8x18 2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24
2- W8x24
2- W10x33*
2- W10x33*
2- W10x33 2- W10x33
3- W10x332- W10x332- W10x332- W10x33
3- W10x333- W10x333- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 3- W10x33 3- W10x33 3- W10x33 3- W10x33 4- W10x33
4- W10x33*3- W10x333- W10x333- W10x33*2- W10x332- W10x33
2- W10x33 2- W10x33
2- W10x33*
4- W10x33 4- W10x33
6 8 10 12 14 16 18 20 22 24 26 28 30
4
6
8
10
12
14
16
18
20
22
24
2- W10x332- W10x332- W10x332- W10x332- W8x24
2- W10x33 2- W10x33 2- W10x33 2- W10x33
2- W10x332- W10x332- W10x332- W10x332- W8x24*
2- W8x24* 2- W10x33 2- W10x33 2- W10x33
2- W10x332- W10x33*
2- W10x33
2- W10x33 2- W10x33
2- W10x33
2- W8x24* 2- W10x33
2- W10x33
2- W10x33
* Post spacing shall be 7'-0"
Standard size not available
2- W8x18
2- W8x18
2- W8x18
CLEAR HEIGHT = 16 FT
POST SELECTION TABLE
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
SEPTEMBER 2017
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
E 802-SNGP-12
up to the nearest even number.
3. Sign dimensions and clear height should be rounded
2. Table entries are number of posts- post size.
to bottom of sign.
1. Clear height is the distance from the top of foundation
NOTES:
60900348
ED
H B.
REG
RI ETS
DI
DA
V URO
FF
RP
N
O
S
EF
I A
No.
STATE OF
ANI D G
I
E
EE
RN
NSIONAL
/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
Sign Width (ft)
Sig
n H
eig
ht (ft)
2- W6x12 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x24
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24
2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24
2- W8x18
2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24
2- W10x33*
2- W10x33*
2- W10x33 2- W10x33
3- W10x333- W10x333- W10x332- W10x33
4- W10x333- W10x333- W10x332- W10x332- W10x332- W10x332- W10x33
2- W10x33 3- W10x33* 3- W10x33 3- W10x33 4- W10x33* 4- W10x33 4- W10x33
2- W10x33
6 8 10 12 14 16 18 20 22 24 26 28 30
4
6
8
10
12
14
16
18
20
22
2- W10x332- W10x332- W10x332- W10x33
2- W10x33 2- W10x33 2- W10x33 2- W10x33
2- W10x332- W10x332- W10x332- W10x332- W8x24*
2- W10x33* 2- W10x33 2- W10x33 2- W10x33
2- W10x332- W10x33*
2- W10x33
2- W10x33 2- W10x33
2- W10x33
2- W8x24* 2- W10x33
2- W10x33
2- W10x33
2- W10x33 2- W10x33 2- W10x33
2- W10x332- W8x24*
2- W10x33
2- W10x33
* Post spacing shall be 7'-0"
Standard size not available
2- W8x18
2- W8x18
2- W8x18
CLEAR HEIGHT = 18 FT
POST SELECTION TABLE
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
SEPTEMBER 2017
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
E 802-SNGP-13
up to the nearest even number.
3. Sign dimensions and clear height should be rounded
2. Table entries are number of posts- post size.
to bottom of sign.
1. Clear height is the distance from the top of foundation
NOTES:
60900348
ED
H B.
REG
RI ETS
DI
DA
V URO
FF
RP
N
O
S
EF
I A
No.
STATE OF
ANI D G
I
E
EE
RN
NSIONAL
/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
Sign Width (ft)
Sig
n H
eig
ht (ft)
2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x18 2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24 3- W8x24
2- W8x24 2- W8x24
2- W8x24 2- W8x24
2- W8x24
6 8 10 12 14 16 18 20 22 24 26 28 30
4
6
8
10
12 2- W8x24*
2- W8x24*
2- W8x24*
3- W8x24* 3- W8x24* 3- W8x24
3- W8x24 3- W8x24 3- W8x24 3- W8x24 4- W8x24
* Post spacing shall be 7'-0"
Standard size not available
2- W8x18
2- W8x18
CLEAR HEIGHT = 20 FT
POST SELECTION TABLE
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
SEPTEMBER 2017
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
E 802-SNGP-14
up to the nearest even number.
3. Sign dimensions and clear height should be rounded
2. Table entries are number of posts- post size.
to bottom of sign.
1. Clear height is the distance from the top of foundation
NOTES:
60900348
ED
H B.
REG
RI ETS
DI
DA
V URO
FF
RP
N
O
S
EF
I A
No.
STATE OF
ANI D G
I
E
EE
RN
NSIONAL
/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
Sign Width (ft)
Sig
n H
eig
ht (ft)
2- W8x18 2- W8x18 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24 2- W8x24
2- W8x24 2- W8x24 2- W8x24
2- W8x24 3- W8x24 3- W8x24 3- W8x24
3- W8x24
6 8 10 12 14 16 18 20 22 24 26 28 30
4
6
8
10 2- W8x24*
2- W8x24*
2- W8x24*
3- W8x24*
* Post spacing shall be 7'-0"
Standard size not available
2- W8x18
CLEAR HEIGHT = 22 FT
POST SELECTION TABLE
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
SEPTEMBER 2017
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
E 802-SNGP-15
nearest even number.
Sign dimensions and clear height should be rounded up to the 3.
Table entries are number of posts- post size.2.
of sign.
Clear height is the distance from the top of foundation to bottom 1.
NOTES:
60900348
ED
H B.
REG
RI ETS
DI
DA
V URO
FF
RP
N
O
S
EF
I A
No.
STATE OF
ANI D G
I
E
EE
RN
NSIONAL
/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
3"
4"
Depth
Dia
meter (S
ee T
able)
3"(Typ.) Grade
Finished
Post Stub
Class A Concrete
Washer Detail
See Bolt Keeper
Centers
#4 Bars @ 12"
2
2
Post Stub
3" Cover (Typ.)
(typ.)
Centers
#4 Bars @ 12"
Size & Number)
Table for
Bars (See
Size & Number)
Table for
Bars (See
or 4"
Max.
(Typ.)
(max.)
4"
2'-6"
8 - #8
FOUNDATION DATA
Depth
W8x18
2'
2'-6"
4'
7' 4'
4'
4'
5'
5'
W8x24
Length
Stub DiameterPost Size
W10x33
W12x45
W6x9
W6x12
2' 8 - #8
2' 7' 8 - #8
2' 10' 8 - #8
10'
12' 10 - #8
12' 10 - #8
Bars
Reinforcement Type
A
A
B
B
C
C
FOUNDATION
WIDE-FLANGE SIGN SUPPORT
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATEDESIGN STANDARDS ENGINEER
DATECHIEF ENGINEER
SEPTEMBER 2017
E 802-SNGP-16
accordance with ASTM Specification A1064.
Specification A706/706M and holding wires shall be in
bars are used, reinforcing bars shall be in accordance with ASTM
Where shop-welded assemblies of foundation stirrup reinforcing 3.
#4 bars.
flat turns top and one flat turn bottom may be utilized in lieu of
At the option of the contractor, D10 spiral wire @ 6" pitch, three 2
All reinforcing shall be grade 60.1.
NOTES:
60900348
ED
H B.
REG
RI ETS
DI
DA
V URO
FF
RP
N
O
S
EF
I A
No.
STATE OF
ANI D G
I
E
EE
RN
NSIONAL
/s/ David H. Boruff 03/17/17
04/10/17/s/ John Leckie
Stu
b B
ea
m Length (
See T
able)