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SIGNAL
STANDARD
SIGNAL
STANDARD
SIGNAL
STANDARD
1'- 0' MIN.
2'- 6" MAX.
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-' - - SIGNAL HEAD
---- --__ BACK PLATE
-1..—. _. _.'L1 -
- - --- - `l0�
X=4'-0"OR LESS
wq ALUMINUM
WINDBEAM MIN.
(TYP.)
LI111-u L1LLu LEVEL
I I
MAST ARM BASE
BACK OF SIGN PANEL
VIEW - LOOKING FROM BACK
X = MORE THAN 4'- 0" BUT NOT MORE THAN 8' - 0"
X/2
1' - 0' MIN. 1' - 0" ALUMINUM WINDBEAM 1' - 0" V.
2'- 6" MAX. (TYP.) MIN.
I
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I \
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MAST ARM BASE A
BACK OF SIGN PANEL
VIEW - LOOKING FROM BACK
X = MORE THAN 8' - 0"
EQUALLY SPACED
1' - 0' MIN.
2'- 6" MAX.
I
!
MAST ARM
i I i
NII — --- --- — —
-----------------------
LEVEL
SIGNAL HEAD
BACK PLATE
SIGNAL HEAD
BACK PLATE
1'-0"
1' - 0" 6"
MIN.
MAST ARM BASE WINDBEAM
WIND BACK OF SIGN PANEL
VIEW - LOOKING FROM BACK
MAST ARM -MOUNTED STREET NAME SIGNS
DIMENSIONS
i
A B
I
3'- 0" 9„
4'- 0" 1'- 0" ALUMINUM
WINDBEAM
A
i
--- f
B
1B
BACK OF SIGN PANEL
I
GNAL OR LIGHT STANDARD
LEVEL
NOTES
1. Mounting brackets with steel straps shall be a stainless
steel band and buckle system product or an approved
equal. Mounting brackets shall be universal channel
clamps; steel straps shall be 3/4" (in) wide and
0.030" (in) thick.
2. All signs installed on mast arms or standards (poles)
require windbeams. All signs shall be installed with
horizontal edges level. A skewed windbeam is required
only when the sign is mounted within 12" (in) of the
mast arm base (see Detail "A").
3. The street name sign shall be a maximum of 36 square
feet and the sign height is a maximum of 3' (ft); signs
larger than 36 square feet require a special design
mast arm and signal pole.
3/16" (IN) ALUMINUM
RIVET (TYP.) - 4" (IN)
MAX. SPACING
BACK OF SIGN PANEL
DETAIL O
TYPICAL FOR EACH CONNECTION
TYPICAL MAST ARM INSTALLATION
RSAL CHANNEL
(SEE NOTE 1)
SIGN INSTALLATION
ON SIGNAL AND
LIGHT STANDARDS
STANDARD PLAN G-30.10-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Carpenter, Jeff
'-
Jun 23 2015 7:31 AM
-° STATE DESIGN ENGINEER ig
Washington State Departmentof Transportation
ry�
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1 1A fT LOAD
ni AAACTc-O — -7 /4"
LINE 1 IA"
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FUSE KIT
4' -
0" MAX.
ALUMINUM
!
WINDBEAM 3/16" (IN) ALUMINUM
RIVET (TYP.) - 4" (IN)
I N L I N E SPLICE
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N
0
MAX. SPACING
=r-
MOUNTING BRACKET
f
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—
— — — — — — --
--- — — — — AND STEEL STRAP
(SEE NOTE 1)
N
SIGN PANEL
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O
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,"(TYP,
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O
SIGNAL OR LIGHT
N
!
I
STANDARD
LEVEL
o
i
BACK OF SIGN PANEL
I
SECTION B
SIGN INSTALLATION ON SIGNAL OR LIGHT STANDARD
DIMENSIONS
X
Y
C
D
3' 0"
2'-6"
1'-0"
61.
3' 0"
3'-0"
1'-0"
6"
3'-0"
4'-0"
1'-3"
9"
4'-0'
2'-6"
1'-3"
9"
NOTE: LEVEL
Any Lane Use Sign greater than 7.5 sq ft.
requires a Special Design Mast Arm
and Signal Pole.
GNAL OR LIGHT STANDARD (REFER TO
PROVED SHOP DRAWINGS FOR
4XIMUM ALLOWED SQUARE FOOTAGE)
MOUNTING BRACKET
AND STEEL STRAP
(SEE NOTE 1)
BACK OF SIGN PANEL
MAST ARM -MOUNTED LANE USE SIGNS
SIGN INSTALLATION
ON SIGNAL AND
LIGHT STANDARDS
STANDARD PLAN G-30.10-04
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
Carpenter, Jeff
Jun 23 2015 731 AM
` STATE DESIGN ENGINEER
AM Washington State Departmentof TransporraTion
MAP
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SPLICE KIT
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FUSE KIT & SPLICE KIT DETAILS
ADOPTED
CITY OF REINTON
(SO
STANDARD PLANS
LST DATE; 04/04
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T-404358
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SHEETS4/SIG -10
OF: 70
JOB NO.: 17534
DWG: DETS-PDFS-SH 35