HomeMy WebLinkAboutT-269087J_
IRR-
W
a
}4' BOLTED SPLICE d2 EXLEI� �_y.B SPLICE
II^ AS OTHERWISE NOTED. BOLT (TYP.) Mw
I
I
I
G I
T FV'9 HOLE BOT.
sEEOETUt I OF TUBE (iYP) .
•+Y 26 � 29.0 SPLICE BOLT FOR CANTILEVER
DETAIL H DETAIL B SPAN 20' -0 TO 30' -0 EXCEPT AS NOTED
SELTI N THRU BEAM BOLTED
SPAC ICE E d2 SHOWN. BOLTED
SPL YI SIMILAR. M51. M52. M52A,
MS4 -M59A
VIEW J
IT x 11' HAND HOLE SHOWN.
0`0 HAND HOLE SIMILAR
EXCEPT AS NOTED.
R" REINF. RING
� "1 i
COVER IUTE
R'
9" SQUARE HOLE CENTERED
THRU SPLICE (TYP) EXCEPT
20' -0" TO 30' -0' CANTLLVER
SPAN USE 5" SQUARE HOLE
< rYP.
L 5 x 9—\ LOCKING HEX NUT
W1 NYLON INSERT
WASHER (TYP.)
=_ HEX NUT
R i
K "e ROD
5ECT10N @
UP SPLICE 2 AT RADIUS (TYP.)
• APPLICABLE TO SIGN BRIDGE CAMBER ONLY.
NO CAMBER PLATE REQUIRED FOR CANTILEVER,
S 244" FOR CANTILEVER SPAN
20' -0' To 30' -a
SECTION G
/4V'x %' SLOTTED HOLE
IAn 1.11un AIAL? nnI T 1111 I
R-04 x SRI x 0' -6
R%x 3 x 0'4(1
MOUNTING
BEAM W4x 13
(ASTM A36)
SLOTTED HOLE IN
CHANNEL (TYI.)
5ECTION
ATTACHMENT BRACKET DETAIL
PAINT ENTIRE ATTACHMENT BRACKET AFTER GA AN121NG i0 MATCH
MONOTUBE STRUCTURE EXCEPT IT FFOR MOUNTING BEAM.
SIGN, LIOHT. BEAM LENGTHS, 512E AND SPACING SHALL BE DETERMINED
FROM THESE PLANS OR THE STANDARD PLANS.
FOR 51ON PANEL ATTACHMENT DETAILS 5EE STD. PLAN 6L9s.
VARIABLE ME55AGE SIGNS SHALL HAVE MOUNTING BEAMS O 3' -0"
MAXIMUM. ALSO SEE $Hr. MS15 FOR DYNAMIC RATE SIGN VMS MOUNTING,
SEE STD. PLAN 6-6a FOR WALK -IN VMS MOUNTING AND MAINTENANCE
WALKWAY. VMS CABINETS SHALL BE BOLTED THROUGH THE FLANGES OF
THE MOUNTING BEAMS, FRICTION CLAMPS SHALL NOT BE USED.
SECTION L
T
T- 269087
FILE mm BHT .NBpO(tlngEMHEBBTJVOpSYG11MRB. n
TIME 3:04:W PY Irx mn FEDAID PROJ.NO. ddFi JK'Sx w. ✓oy.ai -tea s.m.� I -405 plot
DATE BHBwtO TB As `� F ' «� 405 Corridor Program 1 -5 TO SR169 MwSA
PLOTTED BY A. STAGE 1 -WIDENING
DESIGNED BY A. DIEDRICX x°
ENTERED BY C, SCXREINER AS BUILT TNtO aos •� ER ..m.
CNECNED BY T;LYDISL:SNAMG NMB MDIBr11N0 NO1E (NOD LT) BN1400 RB mnxu.'f xn wurov xn axu 4x'x BnflxcRR BfncfR 3]3
PRQI. EN00. LNODGSON IFC t11UN0] RB p,l,x�,� B �mx.''�*:.'°>SS$ "'
REGN ADM. D. DrE RENMwN MTE BY C- 7296 }x` r�usr T.:< „xsrnucnoN, Lnc MONOTUBE SIGN STRUCTURES DETAILS 3.�R
k 6' x M. C
BOLTED SPLICE
6' x 11"
HAND HOLE
I
HAND HOLE
}4' BOLTED SPLICE d2 EXLEI� �_y.B SPLICE
II^ AS OTHERWISE NOTED. BOLT (TYP.) Mw
I
I
I
G I
T FV'9 HOLE BOT.
sEEOETUt I OF TUBE (iYP) .
•+Y 26 � 29.0 SPLICE BOLT FOR CANTILEVER
DETAIL H DETAIL B SPAN 20' -0 TO 30' -0 EXCEPT AS NOTED
SELTI N THRU BEAM BOLTED
SPAC ICE E d2 SHOWN. BOLTED
SPL YI SIMILAR. M51. M52. M52A,
MS4 -M59A
VIEW J
IT x 11' HAND HOLE SHOWN.
0`0 HAND HOLE SIMILAR
EXCEPT AS NOTED.
R" REINF. RING
� "1 i
COVER IUTE
R'
9" SQUARE HOLE CENTERED
THRU SPLICE (TYP) EXCEPT
20' -0" TO 30' -0' CANTLLVER
SPAN USE 5" SQUARE HOLE
< rYP.
L 5 x 9—\ LOCKING HEX NUT
W1 NYLON INSERT
WASHER (TYP.)
=_ HEX NUT
R i
K "e ROD
5ECT10N @
UP SPLICE 2 AT RADIUS (TYP.)
• APPLICABLE TO SIGN BRIDGE CAMBER ONLY.
NO CAMBER PLATE REQUIRED FOR CANTILEVER,
S 244" FOR CANTILEVER SPAN
20' -0' To 30' -a
SECTION G
/4V'x %' SLOTTED HOLE
IAn 1.11un AIAL? nnI T 1111 I
R-04 x SRI x 0' -6
R%x 3 x 0'4(1
MOUNTING
BEAM W4x 13
(ASTM A36)
SLOTTED HOLE IN
CHANNEL (TYI.)
5ECTION
ATTACHMENT BRACKET DETAIL
PAINT ENTIRE ATTACHMENT BRACKET AFTER GA AN121NG i0 MATCH
MONOTUBE STRUCTURE EXCEPT IT FFOR MOUNTING BEAM.
SIGN, LIOHT. BEAM LENGTHS, 512E AND SPACING SHALL BE DETERMINED
FROM THESE PLANS OR THE STANDARD PLANS.
FOR 51ON PANEL ATTACHMENT DETAILS 5EE STD. PLAN 6L9s.
VARIABLE ME55AGE SIGNS SHALL HAVE MOUNTING BEAMS O 3' -0"
MAXIMUM. ALSO SEE $Hr. MS15 FOR DYNAMIC RATE SIGN VMS MOUNTING,
SEE STD. PLAN 6-6a FOR WALK -IN VMS MOUNTING AND MAINTENANCE
WALKWAY. VMS CABINETS SHALL BE BOLTED THROUGH THE FLANGES OF
THE MOUNTING BEAMS, FRICTION CLAMPS SHALL NOT BE USED.
SECTION L
T
T- 269087
FILE mm BHT .NBpO(tlngEMHEBBTJVOpSYG11MRB. n
TIME 3:04:W PY Irx mn FEDAID PROJ.NO. ddFi JK'Sx w. ✓oy.ai -tea s.m.� I -405 plot
DATE BHBwtO TB As `� F ' «� 405 Corridor Program 1 -5 TO SR169 MwSA
PLOTTED BY A. STAGE 1 -WIDENING
DESIGNED BY A. DIEDRICX x°
ENTERED BY C, SCXREINER AS BUILT TNtO aos •� ER ..m.
CNECNED BY T;LYDISL:SNAMG NMB MDIBr11N0 NO1E (NOD LT) BN1400 RB mnxu.'f xn wurov xn axu 4x'x BnflxcRR BfncfR 3]3
PRQI. EN00. LNODGSON IFC t11UN0] RB p,l,x�,� B �mx.''�*:.'°>SS$ "'
REGN ADM. D. DrE RENMwN MTE BY C- 7296 }x` r�usr T.:< „xsrnucnoN, Lnc MONOTUBE SIGN STRUCTURES DETAILS 3.�R