HomeMy WebLinkAboutT-26928Crf
-----------
SIGN
SPACE
A
5' DIAM. STD.
PIPE (AM ASS
GRADE B OR AM
MG) GRADE B)
(GALV.)
SIGN PANEL
MAX. AREA =
24 SCL FT.
:J_1ddl4 ;pia 10:Y14RX-1lei20;1* l
TOP OF SIGN
5118
DIAM. HEX /
+$ HEAD BOLT
b V DIAM. STEEL
MAT WASHER
SIGN PANEL DETAIL
C STIFFENER PLATE DETAIL
»y (TYPICAL EACH SIDE OF POLE
AS SHOM)
txrvaxr�r
r TOP PANEL
5' DIM .
J
iM
STANDARD PIPE
' —PIPE CAP -TACK
I I
WELD TO PIPE
V4
—Q WN, fTYB)
PLACES
4 PLACES
-------------
SIDE PANEL
MOUNTING
MOUNTING BRACKET
DIMENSIONS PRIOR TO
(TYP) v
i
y
AND STEEL STRAP
BRACE
CONCRETE BARRIER
X 9 NG MIN.
WHEN REQUIRED
H 515" DIAM.
N POST
F}
v
SIGN PANEL -
.'
M LAREA =
20 SQPT.
C STIFFENER PLATE DETAIL
»y (TYPICAL EACH SIDE OF POLE
AS SHOM)
txrvaxr�r
r TOP PANEL
5' DIM .
J
iM
STANDARD PIPE
I I
(9MJ-
V4
—Q WN, fTYB)
(MEASURE AS-BUILT BARRIER
SIDE PANEL
DIMENSIONS PRIOR TO
(TYP) v
i
y
SADDLE FABRICATION)
G ' DIM1.
CONCRETE BARRIER
X 9 NG MIN.
D
H 515" DIAM.
RESIN BONDED
v
ANCHOR (TYP.) p-A
.'
-5 513" IN. EMBEDMENT
DIAM
v
RESIN BONDED
p
-D
ANCHOR
o
v
TYPICAL SECTION
...........
DESIGNED BY
ILNTERED BY
tXEtKE D BY
DESIGN
MALUGER:
M&MAG
a BauMAN
xmiDp
xo.
siA
DESIGN
TASK LEAD:
D. MDRFMN
FpRxxCq
PACKAGE:
RFC - SCs• -SN
7524
G.LAUAXAH
T. SAM
P. DUE ER
&DANB
!."n iomE
D.MDRFDRD
DIAMOND SHAPE SIGN
1I4" DNM ' 1 'LONG ((-- STEEL PIPE
HEX HEAD BOLT NUT, j SIGN POST
AND WASHERS (TYP.) t SIGN PANEL
MOUNTING
BRACKET
ASN EL PLAN
r FIELD DRILL WV
J DIAM. HOLE
IN SIGN PANEL MR)
81GN BRACE
UIT DIAM. HEX HEAD
BOLT AND WASHERS
SIGN PANEL
- MOUNTING BRACKET
AND STEEL STRAP
- SEE DETAIL
SIGN SPACE
70 DIAM. HC
FOR &V DU
RESIN BON[
ANCHOR Cr
J L STEEL PIPE
L\f'T'J SIGN POST
(A4" STEEL F
wsTN1. Ras)
SIGN BRACE ON SIGN POST
NOTES
1, SIGN POST SHALL BE INSTALLED PLUMB.
2 FACE OF SIGN SHALL BE INSTALLED PERPENDICULAR TO
TRAFFIC LANE.
3 CENTER OF SIGN PANEL SHALL BE LOCATED 17 OR LESS
ABOVE THE GROUND SURFACE
4. SIGN POST SHALL BE MOUNTED ON BARRIER WTH A
MINIMUM SEGMENT WEIGHT OF 10,DX) UPS, AND A
MINIMUM WIDTH OF T - C "AT THE BASE DO NOT
MOUNT SIGN POST ON TYPE 2 PRECAST BARRIER,
5, SADDLE MOUNT ANCHOR BOLTS SHALL NOT BE WTHIN
Y -6. OF THE END OF A BARRIER SEGMENT,
6. THE BRACKET TO BARRIER FASTENERS SHALL BE I/P
DIAMETER RESIN BONDED ANCHORS(ALL THREAD)ASTM
A193 GRADE BT OR AM A449 (GAV NEED) WTH
MATCHING NOT AND WASHER EPDXY RESIN SHAU_
CONFORM TO STANDARD SPECIFICATION 926.1
T. SIGN POST ASSEMBLY SHALL BE GALVANIZED AFTER
FABRICATION PER AASHTO Mitt.
R FRACTURED FIN FOASR, WRERE PRESENT, WILL BE GRIPPED
OFF PRIOR TO FIELD VERIFICATION OF BARRIER VADTH
SO THAT FABRICATED STEEL BRACKETS WILL MA
CORE BARRIER THICKNESS.
TOP PANEL
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1.405
1.5 TO SR 159
STAGE 2 -WIDENING
AND SR 515 INTERCHANGE