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BARRIER A POST
ISOLATION SWITCH LOCATED NEAR THE
SHOULDER OF ROADWAY ON THE SAME
SIDE OF THE BEAM AS THE SIGNS,
SEE NEMA 39 TERMINAL CABINET
DETAIL. DELETE IF NO ELECTRICAL
ITEMS 0 THE SIGN STRUCTURE). —
g SEE DETAIL q
m MSIOA •
SIGN N0. 94A
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(` SIGN
SiOLKBRIDGE TYPE 31 L85. VIBRATION DAMPER
ON BEAM 09 EQUAL APPRQVED BY ENGINEER
69' -10" (MOUNT WITHIN 2' -0" OF 2 SPAN)
Q SPAN
I 'C RECTANGULAR TUBE
SIGN
LINE
Q MEDIAN BARRIER fi POST
G 'NEW PAVEMENT % - "'k, B v.
y, '[ Tar or nv,
M6E WALL �i T I F IAV'T, i �'�� `EXISTING GROUND 1
.I SHAFT FOUNDATION WITH 10' BARRIER — i'`10- CA FOUNDATION WITH
P II SECTION 8 OFFSET SINGLE SLOPE ���' 10' BARRIER SECTION S
_______________ Ir---- - - - -.I BARRIER AT BOTH ENDS
SYMMETRICAL TRANSITION
—,,' _ 'I SEE SHEET M513A fi 5N) I -- 1 AT BOTH ENDS
SAC MIN. TO " ",I __ice ELEVATION --- SEE SHEET M513A
BACK FACE OF �_____'_ `,\ ---- -- - - - - -- LOOKING AHEAD ON STATION
MBE WALL I SLEEVE. NOTE:
CONSTRUCT MSE WALL/FILL AROUND SLEEVE.
COMPLETELY SHAFT INSIDE E SLEEVE, FOR DIMENSIONS NOT SHOWN SEE TABLE
COMPLETELY FILLING SLEEVE WITH SHAFT STANDARD MONOTUBE SIGN BRIDGES,
CONCRETE SHL MESA
MONOTUBE SIGN 5TRUCTURE NO. 7 k083
SPAN CAMBER =34T' f 1 -405 LINE 5TA. 1100 +00
�LAMBER a OJ5
mi
ADDED 14 14
� 5/4 ON EAM CAMBER DIAGRAM BASEE STANILS NOT SHOW0 8 3
FILE MANE C:1WcNM 1BGNBW3Nmt0266PEBBTNBDRMBPAB n gpN µSCE yv( JP /IDt 1
nNE 2:3B:YT PIR mrz FEDAID PR01140. 2 MN 3J�a..a, Dy rCorridor p: "•°°""'", 1 -405
rLADMTTED Br m BRd10 1D As ss �a ` rl rogram 1 -5 TO SR169 M.A06
DESIGNED BY A. DIEDRICH BUILT 7W10 STAGE 1 - WIDENING ENTERED 0Y C. SCXREINER IANC SIGN SRE 4 N 0. SPAN,POBT X, �~� pxxe` R TURPINIL BXANG RIER XT.B EL 2J 04104M RB m^^c.'rz �^'+^�' ' I _�^"r �
LODGBON FC C -7295 K LI Y IB . -,we 392
ADN. D. DTE RENBION DATE er MONOTUBE SIGN STRUCTURE N0.7 .e,.