HomeMy WebLinkAboutCOR_STD_PLAN_129"BAND -
OR
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE
" MIN.
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2- (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
EDGE OF TRAVELED
ROADWAY
90-F,3C
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3'(degree) OUTWARD IF SIGN
IS WITHIN 30 FEET OF ROADWAY
SIGN FACE ORIENTATION
BOLT STOP
GN POST
TYPE ST -4 SIGN SUPPORT
'OST SUPPORT — 2.25"
HOT—DIP GALV.,
ANCHOR
..,..,..:ON CRE 1E
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
is PUBLIC WORKS METAL POST APPROVED: ti Z� �+
DEPARTMENT (ADOPTED (� /V
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SIGN POST
s
:
LOWER SIGN
e
5/16" (IN) CORNER BOLT
)(IN)
POST SUPPORT
OR 3/6' FLANGED
SHOULDER BOLT NTH
NUT AND WASHERS
2 REQUIRED (TYP.)
BOLT STOP
GN POST
TYPE ST -4 SIGN SUPPORT
'OST SUPPORT — 2.25"
HOT—DIP GALV.,
ANCHOR
..,..,..:ON CRE 1E
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
is PUBLIC WORKS METAL POST APPROVED: ti Z� �+
DEPARTMENT (ADOPTED (� /V
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